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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH PROVINCES OF J&K Effective...

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH PROVINCES OF J&K Effective Date: 24/07/2008 SL. N DESCRIPTION UNIT RATE (A)COMPOUND WALL/CULVERT/BLDG. YARDLIGHT,TANKS, PUMP INSTALL. CANOPY EXCEPT DRIVEWAY SITE SURVEY 1 SITE SURVEY UPTO 2000 SQM Lump Sum 8250 2 From 2001 to 10000SQM Lump Sum 10890 3 ACRE BEYOND 10000SQM Lump Sum 3630 4 SITE CLEARANCE Square Metres Square Metres Square Metres Square Metres 3 5 EXCAVATION IN EARTH<=3M Cubic Metres 130 6 EXCAVATION IN EARTH > 3M Cubic Metres 170 7 EXCAVATION-HARD ROCK<=3M Cubic Metres 520 8 EXCAVATION-HARD ROCK>3m Cubic Metres 700 9 SAND FILLING - LAYERS<150MM Cubic Metres 550 10 EARTH FILLING- LAYERS<200MM Cubic Metres 145 11 MURRUM FILLING- LAYERS<150MM Cubic Metres 460 12 GRANULAR SUBBASE -LAYERS<150MM Cubic Metres 460 13 PCC WORK-1:1.5:3 Cubic Metres 4345 Supplying and filling imported murrum of approved quality in layers not exceeding compacted thickness of 150 mm inclusive spreading, Watering ,ramming, compacting, and if required, rolling and re-rolling with power roller / manual roller / mechanical compactors to achieve maximum compaction, all complete as per direction of Engg.-In-Charge. The murrum should be excavated from a quarry / mines, free from weeds, grass and other objectionable debris. Measurement basis compacted thickness only. Supplying, laying and filling granular sub-base with sand gravel mix in the proportion of 1:1 for required compacted thickness in layers of 150 mm thick using approved quality gravel / stone aggregate and sand including watering, compacting with power / manual roller to achieve maximum compactness. Measurement basis compacted thickness only. Earth work in excavation in all kind of soil including soft rock but excluding hard rock upto a depth of 3 m from the existing ground level. The job includes shoring, shuttering, bailing out rain water / sub soil water manually or by using appropriate capacity dewatering pump., ramming the bottom , dressing the sides and bottoms and stacking the excavated earth not less than 1 m from the edge of excavation and then backfilling, spreading, watering and compaction, disposal of surplus earth within / outside HPCL's premises to any unobjectionable place all complete as per direction of Engg.-In-Charge. Any sheet piling required to prevent excessive water seepage to tank area /foundation area will be paid separately as per approval of Engg.-In-Charge .Up to 3 m depth Same as item no. 15 but for beyond 3 m depth Description same as item no.15 except the soil will be hard rock and the excavation should be carried out by pneumatic tools like jack hammer, chisels, or by blasting taking all safety precautions and approvals as required. For 0-3 m depth Same as item no.17 but for beyond 3 m depth Supply and filling with clean silver / river sand of approved quality in layers of 150 mm each including spreading, compacting by hand ramming and watering etc, all complete as per direction of Engg.-In-Charge. Measurement basis compacted thickness only. Supplying and filling imported earth of approved quality in layers not exceeding compacted thickness of 200mm incl. Watering ,ramming, compacting, and if required, rolling and re-rolling with power roller / manual roller / mechanical compactors to achieve maximum compaction, all complete as per direction of Engg.-In-Charge. The earth should be free from weeds, grass and other objectionable debris. Black Cotton soil shouldn't be used. Measurement basis compacted thickness only. Note: For all cutting/excavation and filling jobs, it will be the responsibility and duty of the contractor to take joint initial levels with Engg.- In-Charge in all cases before commencing the work. The joint levels should be certified by the contractor as well as HPCL Engg.-In- Charge. The payments will be made basis the initial levels and final levels taken jointly and certified. The payment for all cutting / excavation will be made at the lower rate applicable for 0 to 3 m and the higher rate will be paid only for the portion beyond 3 m depth. If the contractor fails to take jointly certified levels, the levels as taken by HPCL Engg.-In-Charge shall be treated as final and all payments will be released basis the levels so taken by the HPCL Engg.-In-Charge. Job includes carrying out survey at site, shown by HPCL engineer in-charge and establishing corners and boundaries at site & installing brick work bench mark duly plastered at all the corners for easy identification. Verifying the boundary details given by HPCL and computation of actual site layout plan are to be done. Making temporary grid marking of the area under scope of survey, at every 5.0m interval in both the perpendicular directions. Recording the levels with respect to the permanent B.M (to be established by survey team) using dumpilevel/theodolite. All existing relevant features like trees, electric lines, road, distance of the plot from milestone, culverts etc are to be plotted in the layout plan. Both tracing and soft copy in CAD duly recorded with levels and other details to be submitted to HPCL alongwith 2 copies of blue prints of each tracing. Same as item No:1 above but for every acre area or part thereof beyond 10000 SQM Same as item No:1 above but for 2001 SQM upto 10000 SQM Surface dressing of the ground including removing small trees, vegetation and any other objectionable item and making surface leveled and disposal of all rubbish, outside HPCL's premises to an unobjectionable place, as directed by the Engg.-In-Charge. Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 1 of 50
Transcript
Page 1: SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH PROVINCES OF J&K Effective ...tenders.hpcl.co.in/tenders/tender_prog/TenderFiles/1771... ·  · 2009-06-17SCHEDULE OF

SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE(A)COMPOUND WALL/CULVERT/BLDG.

YARDLIGHT,TANKS, PUMP INSTALL.

CANOPY EXCEPT DRIVEWAY

SITE SURVEY

1 SITE SURVEY UPTO 2000 SQM Lump Sum 8250

2 From 2001 to 10000SQM Lump Sum 10890

3 ACRE BEYOND 10000SQM Lump Sum 3630

4 SITE CLEARANCE Square MetresSquare MetresSquare MetresSquare Metres 3

5 EXCAVATION IN EARTH<=3M Cubic Metres 130

6 EXCAVATION IN EARTH > 3M Cubic Metres 170

7 EXCAVATION-HARD ROCK<=3M Cubic Metres 520

8 EXCAVATION-HARD ROCK>3m Cubic Metres700

9 SAND FILLING - LAYERS<150MM Cubic Metres 550

10 EARTH FILLING- LAYERS<200MM Cubic Metres 145

11 MURRUM FILLING- LAYERS<150MM Cubic Metres 460

12 GRANULAR SUBBASE -LAYERS<150MM Cubic Metres 460

13 PCC WORK-1:1.5:3 Cubic Metres 4345

Supplying and filling imported murrum of approved quality in layers not exceeding compacted thickness of 150 mm inclusive spreading,Watering ,ramming, compacting, and if required, rolling and re-rolling with power roller / manual roller / mechanical compactors toachieve maximum compaction, all complete as per direction of Engg.-In-Charge. The murrum should be excavated from a quarry / mines,free from weeds, grass and other objectionable debris. Measurement basis compacted thickness only.

Supplying, laying and filling granular sub-base with sand gravel mix in the proportion of 1:1 for required compacted thickness in layers of150 mm thick using approved quality gravel / stone aggregate and sand including watering, compacting with power / manual roller toachieve maximum compactness. Measurement basis compacted thickness only.

Earth work in excavation in all kind of soil including soft rock but excluding hard rock upto a depth of 3 m from the existing ground level.The job includes shoring, shuttering, bailing out rain water / sub soil water manually or by using appropriate capacity dewatering pump.,ramming the bottom , dressing the sides and bottoms and stacking the excavated earth not less than 1 m from the edge of excavationand then backfilling, spreading, watering and compaction, disposal of surplus earth within / outside HPCL's premises to anyunobjectionable place all complete as per direction of Engg.-In-Charge. Any sheet piling required to prevent excessive water seepage totank area /foundation area will be paid separately as per approval of Engg.-In-Charge .Up to 3 m depth

Same as item no. 15 but for beyond 3 m depth

Description same as item no.15 except the soil will be hard rock and the excavation should be carried out by pneumatic tools like jackhammer, chisels, or by blasting taking all safety precautions and approvals as required. For 0-3 m depth

Same as item no.17 but for beyond 3 m depth

Supply and filling with clean silver / river sand of approved quality in layers of 150 mm each including spreading, compacting by handramming and watering etc, all complete as per direction of Engg.-In-Charge. Measurement basis compacted thickness only.

Supplying and filling imported earth of approved quality in layers not exceeding compacted thickness of 200mm incl. Watering ,ramming,compacting, and if required, rolling and re-rolling with power roller / manual roller / mechanical compactors to achieve maximumcompaction, all complete as per direction of Engg.-In-Charge. The earth should be free from weeds, grass and other objectionabledebris. Black Cotton soil shouldn't be used. Measurement basis compacted thickness only.

Note: For all cutting/excavation and filling jobs, it will be the responsibility and duty of the contractor to take joint initial levels with Engg.-In-Charge in all cases before commencing the work. The joint levels should be certified by the contractor as well as HPCL Engg.-In-Charge. The payments will be made basis the initial levels and final levels taken jointly and certified. The payment for all cutting /excavation will be made at the lower rate applicable for 0 to 3 m and the higher rate will be paid only for the portion beyond 3 m depth. Ifthe contractor fails to take jointly certified levels, the levels as taken by HPCL Engg.-In-Charge shall be treated as final and all paymentswill be released basis the levels so taken by the HPCL Engg.-In-Charge.

Job includes carrying out survey at site, shown by HPCL engineer in-charge and establishing corners and boundaries at site & installingbrick work bench mark duly plastered at all the corners for easy identification. Verifying the boundary details given by HPCL andcomputation of actual site layout plan are to be done. Making temporary grid marking of the area under scope of survey, at every 5.0minterval in both the perpendicular directions. Recording the levels with respect to the permanent B.M (to be established by survey team)using dumpilevel/theodolite. All existing relevant features like trees, electric lines, road, distance of the plot from milestone, culverts etcare to be plotted in the layout plan. Both tracing and soft copy in CAD duly recorded with levels and other details to be submitted to HPCLalongwith 2 copies of blue prints of each tracing.

Same as item No:1 above but for every acre area or part thereof beyond 10000 SQM

Same as item No:1 above but for 2001 SQM upto 10000 SQM

Surface dressing of the ground including removing small trees, vegetation and any other objectionable item and making surface leveledand disposal of all rubbish, outside HPCL's premises to an unobjectionable place, as directed by the Engg.-In-Charge.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 1 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE

14 PCC WORK-1:2:4 Cubic Metres 3820

15 PCC WORK-1:3:6 Cubic Metres 3100

16 PCC WORK-1:4:8 Cubic Metres2850

17 PCC WORK-1:5:10 Cubic Metres 2500

18 PCC 1:1.5:3 FOR DPC Square Metres 270

19 PCC 1:1.5:3-GROUT. MS STRUCT. Cubic Metres4415

20 RCC1:1.5:3FOUND.PLNTH.RET. WAL Cubic Metres4660

21 RCC1:1.5:3COL.SLAB.TIE.CLVRT…. Cubic Metres 4840

22 RCC1:1.5:3 FOR COPING Cubic Metres 4840

23 UNDER REAMED PILES-150 MM Running Metre 630

24 UNDER REAMED PILES-230 MM Running Metre 760

25 UNDER REAMED PILES-300 MM Running Metre 935

26 UNDER REAMED PILES-350 MM Running Metre 1090

27 REINFORCEMENT STEEL IS:1786 Metric Ton 60500

28 BRICKMASONRY:SUBSTR.-NEW BRICK Cubic Metres 2785

PCC WORK : Providing and laying PCC using graded stone aggregate of specified size and down. The job includes machine mixing,providing formwork, MS/plywood(minimum 19 mm thick) shuttering if directed by Engg.-In-Charge, placing, compacting by hand ramming, curing for a period of 14 days etc, all complete as per direction of Engg.-In-Charge. Removing of shuttering to be done carefully withoutsuch shock and vibration as to damage the PCC work. For PCC 1:1.5:3 using 20 mm and down size graded stone aggregates. Vibrator tobe used whenever directed by Engg.-in-Charge without any extra cost.

Same as Item No.23 but for PCC 1:2:4 using 20 mm and down size graded stone aggregates

Same as Item No.23 but for PCC 1:3:6 using 20 mm and down size graded stone aggregates

REINFORCED CEMENT CONCRETE : Providing , Mixing, laying and placing RCC 1:1.5:3 mix with ordinary Portland cement using 20mm and down size graded crushed stone aggregate including providing and fixing necessary plywood(minimum 19 mm thick)/ steelshuttering , scaffolding, machine mixing, compacting by mechanical vibrators (needle / skid etc), curing, hacking the surface to receiveplaster using plastic / PVC sheet of thickness minimum 20micron under RCC, as directedwherever required. etc. all complete. Machinemixing to be done without exception. Rate shall be exclusive of the cost of steel reinforcement, Concrete shall conform to relevantspecifications of IS 456:2000 Latest Edition. For footings/foundations / plinth beam / floor beam / retaining wall etc.

Superplasticiser Rheobuild SP1 (Napthalene base) shall be dosed in mixing water after 50-70% of mixing water has been added in themixer machine. The Dosage will be in the range of 0.6% to 0.8% by weight of cement (i.e. 300ml - 400ml per 50 kg. bag of cement) to getdesired workability. Equivalent Napthalene based superplasticiser may be used in manufacturer's specified proportions/methods after prior approval of Engg.-in-Charge .

Same as Item No.30 but for Column / Tie beams / Chhajja / Lintel / roof slab / stair case / culvert slab etc.

Same as Item No.30 but for Coping

Earth work under pile foundation of specified dia till specified depth using hand auger or mechanical auger as approved in ordinary soiltrue to plumb, providing M 25 concrete for under reamed piles up to required depth with bulbs as directed and as per IS 2911 etc.complete as per design and direction of Engg.-In-Charge. Reinforcement steel shall be paid for separately. 150 mm diameter.

Same as Item No.23 but for PCC 1:4:8 using 40 mm and down size graded stone aggregates

Same as Item No.23 but for PCC 1:5:10 using 40 mm and down size graded stone aggregates

PCC 1:1.5:3 FOR DPC Providing and laying 50 mm thick DPC in 1:1.5:3 mix with 6 to 12 mm size aggregate and water proofingcompound of approved ISI make at the rate of 1 kg per bag of cement . Job includes all formwork, side MS/plywood(Minimum 19 mmthick) shuttering, proper compaction, hand ramming and curing for 14 days ,and supplying/applying a coat of hot bitumen of grade 60/70on top, all complete including spreading of sand as required.

Providing and laying PCC 1:1.5:3 mix using 20mm and down stone aggregate for grouting Angles/MS Structurals. Other specs as peritem no. 23. MS Structurals will be paid for separately.

Same as Item No.33 but for 230mm dia

Same as Item No.33 but for 300mm dia

Same as Item No.33 but for 350 mm dia

REINFORCEMENT STEEL Supply ,fabrication, hoisting and placing in position HYSD reinforcement bars conforming to IS1786 -LatestEdition Grade FE 415 /TMT bars of same grade as per detailed drawing and specifications including cutting, bending, cranking and tyingwith 18 SWG black annealed binding wire complete. The rates shall be applicable for all heights and depths. Payment shall be made asper reinforcement drawings and with theoretical weights only including all authorised laps, chairs, spacers and hooks.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 2 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE

29 BRICKMASONRY:SUBSTR-OLD BRICKS Cubic Metres 1235

30 BRICKMASONRY:SUPERST.-NEWBRICK Cubic Metres 2900

31 BRICKMASONRY:SUPERST-OLDBRICKS Cubic Metres 1265

32 PARTITION 115-NEWBRICK MASONRY Square Metres 395

33 RANDOMRUBBLE MASONRY-SUBSTR. Cubic Metres 2090

34 RANDOMRUBBLE MASONRY-SUPERSTR. Cubic Metres 2155

35 MASONARY WITH CC BLOCKS Cubic Metres5060

36 DRESSED STONE MASONARY Cubic Metres 2860

37 RUBBLE PITCHING – 230 MM THICK Square Metres 165

38 RUBBLE PITCHING – 150 MM THICK Square Metres 125

39 RUBBLE SOLING – 230 MM THICK Square Metres 160

BRICK MASONRY WORKS Providing and constructing following brick masonry in CM 1:5 using locally available bricks of Class designation 75 (minimum) and conforming to IS 1077:1986 including providing all openings and projections , raking the joints to 1 cm deep, scaffolding, soaking of bricks in water prior to use and curing etc all complete as per specifications .SUB STRUCTURE Providing and laying brick masonry as above for foundation below DPC level.

SUB STRUCTURE below DPC level: Same as item no. 38 but using old bricks taken out from demolished masonry. Rate includesremoving mortars and cleaning of bricks etc. complete. Once the demolition is over, the party has to take out the usable good bricks andstack them properly to enable Engg.-In-Charge to assess the quantity of bricks for future reference and calculation. Once the assessmentis made it is duty of the contractor to obtain certificate from Engg.-In-Charge about the quantity of usable bricks available before thesebricks are put to use. In absence of certificate no payment will be made. However, in no case the old bricks shall be used without theassessment of quantity and clearance to use the old bricks is given by the Engg.-In-Charge.

SUPER STRUCTURES. Providing and laying brick Masonry as item no. 38 but for superstructure above DPC level including scaffolding.

SUPER STRUCTURE : Same as item no. 38 but using old bricks taken out from demolished masonry. Rate includes removing mortarsand cleaning of bricks etc. complete. Once the demolition is over, the party has to take out the usable good bricks and stack themproperly to enable Engg.-In-Charge to assess the quantity of bricks for future reference and calculation. Once the assessment is made itis duty of the contractor to obtain certificate from Engg.-In-Charge about the quantity of usable bricks available before these bricks are putto use. In absence of certificate no payment will be made. However, in no case the old bricks shall be used without the assessment ofquantity and clearance to use the old bricks is given by the Engg.-In-Charge.

Same as item no.38 but for 115 mm thick in partition walls in CM 1:4. Rate to include providing 75 mm thick RCC 1:1.5:3 bands using 2nos 8 mm dia Torsteel reinforcement at every 1 M height of wall including plywood/ MS shuttering. Steel reinforcement shall be paid forseparately.

Providing and constructing random rubble masonry with good quality stone in CM 1:5 for substructure & superstructure as per IS 1597 part 1, latest edition. Rate to include soaking stones, raking the joints to 1 cm deep and curing complete. One Through / Bond stone shall be provided for every square meter of facing , evenly distributed in a staggered pattern. They shall have about 0.03 sqm in face area and shall have a tailing for the full width of masonry upto 600mm.

If masonry wall is over 600mm thick, a line of headers (not less than 450mm length ) overlapping each other by 150mm shall be laid. Bond stones shall be distinctly marked on its face during construction for verification. Quoin / key / corner stone shall not be less than 0.03cum in volume. FOR SUBSTRUCTURE

Same as item no. 43 but FOR SUPERSTRUCTURE including scaffolding

Providing rubble pitching including surface dressing, making required slope . Rate to exclude flush pointing which will be paid forseparately. 230 mm thick

Masonary with CC blocks of size 400mmx200mmx200mm in CM 1:3. The concrete blocks to be moulded with mix 1:3:6 using 1 part of cement, 3 parts of course sand and 6 parts of 40mm downsize graded stone aggregate The job includes casting of CC blocks with the help of moulds by machine mixed mix of 1:3:6 in steel/wooden moulds, placing, compacting by hand ramming, pond curing of the blocks for a period of 14 days etc, all complete. Care to be taken while removing of moulding to be done carefully without such shock and vibration as to damage the block.. Masonary to be carried out with these blocks in CM 1:3 (1 part of cement and 3 parts of course sand). Scope of job includes raking the joints to 1 cm deep, scaffolding, curing etc all complete as per specifications. The masonary to be done in the fashion similar to the brick masonary. 12.0MM Plastering shall be done on the masonary, which shall be paid separately under plastering head. .

Providing and constructing dressed stone masonry with good quality hard dressed stone in CM 1:5 for substructure & superstructure as per IS 1597 part 1, latest edition. Rate to include soaking stones, raking the joints to 1 cm deep and curing complete. One Through / Bond stone shall be provided for every square meter of facing , evenly distributed in a staggered pattern. The stone masonary wall should have a facing of dressed stone on one side and the face should be at least 150mm x 150mm. No plaster should be done on such face.

If masonry wall is over 600mm thick, a line of headers (not less than 450mm length ) overlapping each other by 150mm shall be laid. Bond stones shall be distinctly marked on its face during construction for verification. Quoin / key / corner stone shall not be less than 0.03cum in volume.

Same as item no. 47 but for 150 mm thick

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 3 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE

40 RUBBLE SOLING – 150 MM THICK Square Metres 125

41 FLUSH POINTING-1:3 CM MIX Square Metres 60

42 RAISED POINTING-5MM,1:3CM MIX Square Metres 65

43 RAISED POINTING-12MM,1:3CM MIX Square Metres 95

44 BRICK FLAT SOLING:SINGLE LAYER Square Metres 175

45 BRICK FLAT SOLING:DOUBLE LAYER Square Metres 350

46 BRICK ON EDGE SOLING-4.5” THK. Square Metres 270

47 PLASTERING 20MM THK. SANDFACED Square Metres 155

48 PLASTERING 12 MM THICK Square Metres 95

49 PLASTERING 6 MM THICK Square Metres 65

50 WEEP HOLES 75 MM DIA PVC Running Metre 270

51 STRUCT. STEEL:ANGLE IRON POST Metric Ton 64130

52 STAINLESS STEEL RAILG.& OTHERS KG 510

53 PIPE RAILING-IS1239/IS1161 Running Metre 345

54 CHAINLINK FENCE,50x50,10SWG GI Square Metres 385

Providing raised pointing 5 mm with CM 1:3 along the joints of exposed stone masonry. The joints shall be raked & cleaned, curing etc.all complete.

Providing raised pointing 12 mm with CM 1:3 along the joints of exposed stone masonry. The joints shall be raked & cleaned, curing etc.all complete.

Providing Brick soling 3.5" thick (including sand bedding), surface dressing, making required slope, soaking the bricks before laying,packing the gaps using sand and watering etc all complete.

Double layer Brick flat soling: Specifications same as item no. 54. Thickness 7.0"

Providing rubble soling including surface dressing, making required slope, soaking the rubbles before laying, packing the gaps usingsmall size rubble / stone / murrum/stone dust/sand, and hand ramming / using mechanical roller / compactor as per site requirement allcomplete. 230 mm thick

Same as item no. 49 but for 150mm thick

Providing flush pointing in rubble pitching with 1:3 cement mortar including curing etc. complete.

WEEP HOLES Providing, fabricating and installing in place, 75 mm dia 6Kg / sqcm PVC Pipes of various lengths & at places asapproved and directed at site on the masonry wall for water drainage. The pipes shall be fixed with nylon jali using resin/glue on insideend of wall.

Supply, fabrication , erection and grouting of MS structurals in PCC 1:1.5:3 as per direction of Engg.-In-Charge. Rate to includefabrication of the post as per the specification, erecting, placing, grouting to required depths and painting of the posts with two coats ofSynthetic Enamel over two coats of Red Oxide Primer. Excavation and PCC shall be paid separately.

Supply, fabrication, erection, giving finish and grouting of Stainless Steel (SS-304) railing, grab bar, balustrade, island guards & othersmade out of 1.6 to 3 mm wall thickness pipes of up to 50 NB dia./50mm square tubes and upto 6 mm thick SS plates including fasteners.The job shall be completed in strict conformity to architectural drawing with neat workmanship. The location of joints, junctions andjoineries shall be indicated in a drawing prepared by the contractor and prior approval of HPCL shall be taken for the same. Generallyjoints will not be allowed except at joining points of other members. The welding procedure,tools and machinery and electrodes shall beas per BIS specifications for SS-304 fabrication. Payment shall be made basis weight of finished SS pipes/tubes/plates only with noallowances for wastage, nuts and bolts etc. Contractor has to submit purchase proof of SS pipes. Additionally samples will be drawn fromthe SS sections so used and will be tested in a reputed laboratory for conformity to SS-304 parameters and physical details atcontractor's cost.

Supply and fixing of 40 NB medium duty MS pipes conforming to IS 1239 /IS 1161 YST 21 latest addition for top and bottom railings to theangle iron posts for fixing the edges of the chain link fencing. Rate to include fabricating, cutting, bending of the MS pipe where evernecessary. Supply and fixing of the required size MS clamps at every post, with required size nuts and bolts and painting the railing withtwo coats of Red oxide Primer and two coats of Synthetic enamel paint after necessary cleaning and scrapping.

Providing Brick on edge soling 4.5" thick (including sand bedding), surface dressing, making required slope, soaking the bricks beforelaying, packing the gaps using sand and watering etc all complete.

Providing and laying average 20 mm thick sand faced cement plaster in ratio 1: 3 :1(cement; fine sand : coarse sand) in two coats. Rateto include use of water proofing compound as per manufacturer's recommendation. Rate shall include providing necessary scaffolding,chicken wire mesh at all joints of brick and concrete surfaces, with a minimum overlap of 150 mm in all directions and curing complete.No extra payment shall be made for additional thickness if required to achieve perfect line and level. The job includes cleaning, wetting ofsurface before plastering, curing etc all complete. Required grooves to be formed as directed.

Same as item no.57 but 12 mm thick plaster in ratio 1: 3 :1(cement; fine sand : coarse sand) in single coat.

Same as item no.57 but 6 mm plaster in 1:4 (cement: fine sand) to ceiling surfaces / beams etc as required.

Supply and fixing of 50 x 50mm opening size 10 SWG GI chain link fencing to the angle iron post with 8 SWG GI hooks and nuts andrailing with 14 SWG GI continuous wire up to a height of 1.8 m from the ground level. Rate to include unrolling the bundle, erecting,tightening and fixing at 300 mm C-C on the vertical portion of the posts to every top and bottom railing with 14 gauge GI wire complete asper drawing. Angle post to be paid separately as per relevant item.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 4 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE55 BARBED WIRE FENCING ON Y ANGLE Running Metre 130

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 5 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE

56 BARBED WIRE FENCING Running Metre 210

57 MS GRILL / STAIR CASE Metric Ton 66000

58 MS GRATING& ISLAND COVER.FRAME Metric Ton 66000

59 RCC HUME PIPE, NP3, 1000 NB Running Metre 6050

60 RCC HUME PIPE, NP3, 600 NB Running Metre 4415Same as item no.69 but for diameter 600 mm NB

61 RCC HUME PIPE, NP3, 450 NB Running Metre 2265Same as item no.69 but for diameter 450mm NB

62 RCC HUME PIPE, NP3, 300 NB Running Metre 1635Same as item no.69 but for diameter 300mm NB

63 RCC HUME PIPE, NP3, 250 NB Running Metre 1390Same as item no.69 but for diameter 250mm NB

64 RCC HUME PIPE, NP3, 200 NB Running Metre 1150Same as item no.69 but for diameter 200mm NB

65 RCC HUME PIPE, NP2, 150 NB Running Metre 605Same as item no.69 but for diameter 150mm NB and NP-2

66 ANTI TERMITE TREATMENT Square Metres 350

Providing, fabricating, welding and fixing structural steel in position with angle iron / flats / tees / squares / SHS tubes conforming to IS4923 : 1997, plates etc as per design and direction given by Engg.-In-Charge for drain grating, manhole frames, gratings ,tree guards,Island Covering Frame etc, as per requirement. Job includes all necessary grouting, supply and fixing of handles, nuts - bolts etc,painting the grating with 2 coats of approved synthetic enamel paint, over a coat of red oxide primer.

Supplying, laying, aligning and joining following size NP3 class RCC Hume pipes of approved make conforming to IS-458 Latest Edition,as per direction of Engg.-In-Charge. Rate to include excavation to required depth as per direction of Engg.-In-Charge (minimum earthcushion to be ensured) and providing 4" thick and (Outer Dia in mm+200mm) wide PCC 1:5:10 below the Hume pipe as bed, 4" thick finesand cushion all around the Hume pipe, backfilling, compaction, curing and testing joints against leakage.

Rate to include supplying and fixing of required collars and fixing the same by using cement mortar 1:3. All pipes must be new andperfectly sound, free from cracks, cylindrical, straight and of standard nominal diameter and length with even texture. Test certificatesfrom manufacture shall be submitted and approved by Engg.-In-Charge before use, all complete. Diameter 1000mm NB

Providing anti-termite treatment including diluting and injecting chemical emulsion / NEEM based solution and creating a continuouschemical barrier under and all around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of walland floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to belaid, surroundings of pipes and conduits etc. complete as per specification using Chlorpyriphos emulsifiable concentrate (20%) in 1%concentration or as specified by manufacturer.

Providing and fixing barbed wire in 10 rows horizontal with two ply 12 SWG GI barbed wire fencing with barbes @ 100mm c/c usingGI hooks etc all complete to angle / MS structurals posts grouted as per direction of Engg.-In-Charge, complete as per drawing.. MSstructurals / Angle post shall be paid for separately. For payment purpose measurement shall be taken for the length of plot boundary.No measurement shall be taken for 10 rows individually.

Providing and fixing barbed wire in 13 rows horizontal and 2 diagonals with two ply 12 SWG GI barbed wire fencing with barbes @100mm c/c using GI hooks etc all complete to angle / MS structurals posts grouted in CC 1:1.5:3 as per direction of Engg.-In-Charge,complete as per drawing. MS structurals / Angle post shall be paid for separately. For payment purpose measurement shall be taken forthe length of fencing. No measurement shall be taken for 13 rows individually.

Supply, installation and fixing of Prefabricated MS grill / Monkey Ladder/ Stair case/ baluster/ MS Bars (IS 2062 Latest Edition) oncompound wall using MS structurals / bars / hollow sections / strips / pipes etc as per design given by HPCL and direction of Engg.-In-Charge. Rate to include erection, grouting of posts in PCC 1:1.5:3, painting by two coats of red oxide primer and two coats of syntheticenamel of approved shade. Grouting PCC to be paid separately as per relevant item.

Plinth area of building at ground floor only shall be measured for payment. The work shall be carried out by a qualified agency asapproved by Engg.-In-Charge. Contractor will have to submit 10 years guarantee bond on Rs. 100/- stamp paper for the treatment.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 6 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE67 CERAMIC TILE FLOORING Square Metres 845

68 VITRIFIED TILE FLOOR NLT 700 Square Metres 1510

69 VITRIFIED TILE FLOOR NLT 1000 Square Metres 1995Same as item no. 78 but Basic rate not lower than Rs. 1000/- per sqm

70 VITRIFIED TILE FLOOR - SINTRA Square Metres 2660

71 VITRIFIED TILE FLOOR-S&P GREY Square Metres 1780

72 VITRIFD. TILE FLR.-SNOW CARARA Square Metres 2965

73 VITRIFD. TILE FLR.-OLYMPOUS Square Metres 1900

74 VITRIFIED TILE FLRG.-SAVONA Square Metres 1980Same as item no. 78 but of NITCO, Savona of size 600x600 mm or Approved Equivalent

75 VITRIFD. TILE FLRG.-OCEAN MIST Square Metres 2020Same as item no. 78 but of NITCO, Ocean Mist of size 800x800 mm or Approved Equivalent

76 VITRI. TILE FLRG.-NOVARA BEIGE Square Metres 2360

77 GRANITE TILE FLOOR 10 MM Square Metres 1930

78 MARBLE FLOORING Square Metres 1500

Tiles size shall vary between 300x300 mm (minimum) and 600X600 mm (maximum) as directed by Engg.-In-Charge. If necessary,surface unevenness shall be filled up with brick ballast manually compacted with watering etc. complete as per instructions of Engg.-In-Charge without extra cost. Basic rate not lower than Rs. 700/- per sqm.

Same as item no. 78 but of H & R Johnson(Marbonite), Sintra of size 600x600mm or Approved Equivalent

Same as item no. 78 but of H & R Johnson(Marbonite), S&P Grey of size 600x600 mm or Approved Equivalent

Same as item no. 78 but of H & R Johnson(Marbonite), Snow Carara of size 900x900 mm or Approved Equivalent

Providing and laying matt finish Ceramic tiles of approx 8 mm thick of size as specified in flooring. The tiles used should be of KAJARIAmake of Group - IV or equivalent group of approved makes. The tiles should be of first quality of approved make and shade and freefrom cracks, warpage, fissures and flakes with straight edges and perfect corner laid at right angle as per design & pattern over abedding of cement mortar 1:5 of average 30 mm thick, finishing the joints neatly with white cement mixed with matching colour pigmentand finish in all respect with all material and labour complete

giving required slope as directed by Engg.-In-Charge. If necessary, surface unevenness shall be filled up with brick ballast manuallycompacted with watering etc. complete as per instructions of Engg.-In-Charge without extra cost. Tiles size shall not be less than300x300 mm. Basic Rate - Not lower than Rs.350/sqm

Providing and laying polished vitrified Ceramic tiles of minimum 8 mm thick of size as specified in flooring. The tiles used should be ofKAJARIA make or equivalent approved makes. The tiles should be of first quality of approved make and shade and free from cracks,warpage, fissures and flakes with straight edges and perfect corner laid at right angle using approved PVC corner spacers as per designand pattern over a bedding of cement mortar 1:5 of average 30 mm thick, finishing the joints neatly with white cement mixed withmatching colour pigment/ Ball Adhesive and finish in all respect with all material and labour complete giving required slope as directedby Engg.-In-Charge.

Providing and laying 10 mm thick white marble (Basic rate not lower than Rs 700/sqm) of size of 1000 mm x 1000 mm in flooring ofapproved shade and free from cracks, warpage, fissures and flakes with straight edges and perfect corner laid at right angle as perdesign and pattern over a bedding of cement mortar of 30 mm thick CM 1:5 finishing the joints neatly with white cement mixed withmatching colour pigment and finish in all respect and all material and labour complete. If necessary, surface unevenness shall be filledup with brick ballast manually compacted with watering etc. complete as per instructions of Engg.-In-Charge without extra cost.

Same as item no. 78 but of H & R Johnson(Marbonite), Olympous of size 600x600 mm or Approved Equivalent

Same as item no. 78 but of NITCO, Novara Beige of size 600x600 mm or Approved Equivalent

Providing and laying minimum 10 mm thick granite tile of minimum size of 300 mm x 300 mm (Basic rate not lower than Rs. 1000/- persqm) in flooring of approved shade and free from cracks, warpage, fissures and flakes with straight edges and perfect corner laid atright angle as per design and pattern over a bedding of cement mortar 1:5 of average 30 mm thick finishing the joints neatly with whitecement mixed with matching colour pigment and finish complete in all respects and all material and labour complete giving requiredslope as directed by Engg.-In-Charge.

If necessary, surface unevenness shall be filled up with brick ballast manually compacted with watering etc. complete as per instructionsof Engg.-In-Charge without extra cost.

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE79 KOTA STONE FLOORING / STEPS Square Metres 750

80 IPS FLOORING Square Metres 300

81 EUROCON TILE-WALKWAY NLT 500 Square Metres 1210

82 EUROCON TILE-WALKWAY NLT 400 Square Metres 970

83 CHEQUERED TILES Square Metres 945

84 SKIRTING Running Metre 120

85 VITRIFIED TILE SKIRTG. NLT 700 Running Metre 200

86 VITRIFIED TILE SKIRTG NLT 1000 Running Metre 290

87 POLISHED GRANITE SKIRTING Running Metre 290

88 POLISHED MARBLE SKIRTING Running Metre 220Same as Item No.94 but Marble skiritng (10mm thick) of approved colour and shade.

89 POLISHED KOTA STONE SKIRTING Running Metre 155

90 CERAMIC TILES DADO IN TOILET Square Metres 630

91 DESIGNER TILES DADO IN TOILET Square Metres 880

92 DESIGNER TILES DADO IN TOILET Square Metres 1450

93 TERRACOTTA TILES Square Metres 785

Providing and fixing 20 mm thick Kota stone slabs with 25mm bedding CM 1:3, cement slurry and machine polishing on one side. Thetiles should be of first quality and free from cracks, warpage, fissures and flakes with straight edges and perfect corner laid at right angle as per design and pattern over a bedding of cement mortar 1:5 of average 30 mm thick, finishing the joints neatly with white cementmixed with matching colour pigment and finish in all respect with all material and labour complete, giving required slope as directed byEngg.-In-Charge.

If necessary, surface unevenness shall be filled up with brick ballast, manually compacted with watering etc. complete as perinstructions of Engg.-In-Charge without extra cost. In case of step slabs, one piece slab to be used. The slab shall not have exposedsharp edges. The exposed edges shall be grinded and polished in smooth curvature.

Providing mixing and laying 50 mm thick Indian Patent Stone flooring in PCC 1:2:4 mix concrete with 12 mm and down size gradedcrushed aggregate including providing and fixing 4 x 25 mm size glass strips in1 metre x 1 metre panels, casting the concretecompacting and finishing the surface smooth using cement slurry.

CERAMIC TILES SKIRTING : Kajaria make of gr. IV (8mm thick).

Same as Item No.94 but Polished vitrified ceramic tile 8mm thick skirting. Basic rate-Not lower than Rs.700/sqm

Same as Item No.94 but Polished vitrified ceramic tile 8mm thick skirting. Basic rate-Not lower than Rs.1000/sqm

Same as Item No.94 but Granite skirting (10mm thick) of approved colour and shade.

Supply and fixing concrete tile of EUROCON make of approved shade of 20mm thickness for flooring including providing 20mm thick1:5 cement mortar bed and a floating coat of neat cement slurry, finishing the joints with white cement mixed with matching colourpigment, cleaning the surface with dilute sulphuric acid etc. Complete. If necessary, surface unevenness shall be filled up with brickballast manually compacted with watering etc. complete as per instructions of Engg.-In-Charge without extra cost. Basic rate : Not lowerthan Rs. 500/sqm.

Same as item no.91 but for treads and risers Basic rate: Not lower than Rs. 400/sqm

Supply and fixing NITCO make 300x300 mm External Mosaic chequered tiles Design No. RY36S of approved shade of 25 mm thicknessincluding providing 20mm thick 1:5 cement mortar bed and finishing the joints with white cement mixed with matching colour pigment,cleaning the surface neat etc. complete. If necessary, surface unevenness shall be filled up with brick ballast manually compacted withwatering etc. complete as per instructions of Engg.-In-Charge without extra cost.

Providing and fixing tile skirting of approved shade and make of First quality free from crack fissures & flakes with straight edges &perfect corners fixed at right angles of 150 mm height using cement mortar bedding 1:3 and fixed with neat cement slurry and finishingthe joint with white cement mixed with matching colour pigment . Rate to include necessary chipping if required in masonry / concrete,so that skirting is projecting uniformly 6mm from plastered face. All vertical joints of skirting should match with floor tiles spacinguniformly complete as per direction of EIC.

Same as Item No.94 but Kota Stone skirting (20mm thick) of approved colour and shade.

Providing and fixing minimum 5 mm thick ceramic tiles of minimum 200 x 100 mm size of approved shade and make First quality , freefrom crack fissures & flakes with straight edges & perfect corners fixed at right angles as per the design and pattern required, includingapplying 12mm thick backing plaster in 1:3 CM and fixing the tiles with neat cement paste and finishing the joints with white cementmixed with colouring pigments to match the colour of tiles properly cured & finished in all respect.

Designer Tiles with suitable Borders on top and middle; Other specifications same as item no.100

Same as item no. 100 but polished vitrified tiles.Tiles size shall vary between 300x300 mm (minimum) and 600X600 mm (maximum) asdirected by Engg.-In-Charge.

Providing and fixing terracotta tiles minimum 3 mm thick and minimum 75x150 mm size of approved shade and make First quality , freefrom crack fissures & flakes with straight edges & perfect corners fixed in true line & level as per the design and pattern advised by Engg.-In-Charge. Rate includes applying 12 mm thick backing plaster in 1:3 CM in true line & level, properly cured & rough finished. Fixing thetiles with neat cement paste and finishing the joints with terracotta paint in a neat & aesthetic way complete in all respects. ApprovedMake of Tiles: Dazzle Designer Tiles of Milan - Terracotta smooth finish

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 8 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE94 WALL TILES DADO-RIVIERA Square Metres 1015

95 WALL TILES DADO-BINACO CARARA Square Metres 1015

96 WALL TILES DADO-CREMA ROYALE Square Metres 1015

97 WALL TILES DADO-RECTIFIED Square Metres 1000

98 GRANITE SLAB-18MM GREY Square Metres 3145

99 SILL SLAB Square Metres 3720

100 CURTAIN WALL-WITH FIXING LOGO Square Metres 3510

101 CURTAIN WALL-W/O FIXING LOGO Square Metres 3450

102WATER PROOFING WITH BITUMEN FELT Square metres

230

103 WATER PROOFING-BRICKBAT COBA Square Metres 405

104 ROOF-THERMAL&MOIST. PROTECTION Square Metres 510

Contractor will be required to submit a guarantee on Rs. 100/- stamp paper for a period of 10 years in respect of performance ofwaterproofing.

THERMAL & MOISTURE PROTECTION (roof water proofing) : Providing and laying the following roof water proofing treatmentconsisting of (i) First layer of 50 mm thick CC 1:3:6 over roof slab laid to falls and slope on minimum 1:100 and finished smooth toreceive water proofing membrane. (ii) Second layer of 3mm thick polyester reinforced modified bituminous water proofing membraneincluding primer coat as per manufacturer's specification. (iii) Third layer of 150 micron polythene sheet laid over the water proofingmembrane.

(iv) final layer of 25mm thick 600mm x 600mm precast concrete tiles of M-25 grade with 10mm grooves filled up with cold bitumen toform 600x600mm panels as contraction joints all material and labour complete in all respect. Contractor will be required to submit aguarantee on Rs. 100/- stamp paper for a period of 10 years in respect of performance of waterproofing.

BRICKBAT COBA ON TERRACE Providing and laying integral cement based water proofing of average 100 mm thick as perspecifications given. The job includes Cleaning of RCC slab and applying neat cement slurry mixed with waterproofing compound,providing and laying brickbat coba in CM 1:4 mixed with water proofing compound and curing for a period of 24 hours, laying of 25 mmthick PCC 1:1.5:3 mix with 6 mm and down size coarse aggregate and water proofing compound, finishing smooth, making half roundvata at the junction of parapet wall and slab and curing for 10 days.

Same as item no. 104 but Make: H & R Johnson (Marbonite) - Rectified or Approved Equivalent

Providing and fixing not less than 18 mm thick pre polished water cut grey granite slabs over steps or as advised including providing25mm thick bed cement mortar 1:4 (1 cement : 4 coarse sand) ,as per design incl. chamfered edges and polished nosing. Rate includes8 mm thick polished black granite tile work in nosing as per drawing. Job includes finishing the joints with white cement mixed withmatching colour pigment.

Providing and laying machine cut and machine polished 18 mm thick jet black granite slab in one piece over a bedding of 20 mm thick 1:5 CM for window sills. The granite slab shall not have exposed sharp edges. The exposed edges shall be grinded and polished in smoothcurvature.

Supply and fixing minimum jet black granite slabs machined cut and polished on curtain wall by providing bedding of cement mortar andneat cement backing of average 20mm thick in CM 1:3, filling of interspaces with black cement so as to match the colour of granite. Theslabs shall be preferably cut from the single rock source to have uniform grain structure free from cracks, fissures and flakes with straightedges and perfect corners.

Water proofing with bitumen felts as per specifications (Bitumen of Shalimar or equivalent make as approved by EIC)- Scrapping,removing old bituminised surface, if any, by chisel, etc, cleaning the surface thoroughly with wire brush and duster and providing waterproofing as per specification. Applying one coat of bitumen primer, applying hot bitumen 30/40 @ 1.2kg/SQM. Supplying and layingbitumen felt conforming to IS:1322 in lengths at right angles to the direction of the run of the gradient, starting at the lowest level andoverlap of 75mmfor adjacent layers, overlap at end of strip of felt should be 100mm. Parapet joints to be suitably fillated and the feltto tobe taken upto a minimum heuight of 225mm on the parapet. Scope of job includes breaking of parapet plaster upto min 225mm makingchases before the felto and finally plastering the surface upto the felto height.

Same as item no.110 but without fixing LOGO: To leave provision for fixing the logo. Granite used shall be minimum 18 mm thick.

The slab should have following minimum dimensions. Width = 0.8 M, Length = 1.2M, Thickness = 18 mm, The slabs have to be fixed bytaking services of highly skilled mesons true to plumb complete in all respect. Granite slabs used shall not be more than six nos. In caseof increase in no. of slabs prior approval of Engg.-In-Charge shall be obtained.

With fixing LOGO supplied by HPCL: Including fixing of logo and electrification for the same. Granite used shall be minimum 18 mmthick.

WALL TILES DADO: Providing and fixing minimum 5 mm thick wall tiles of approved shade, gloss and finish of size 600 x 300 mm sizeof approved shade and make First quality , free from crack fissures & flakes with straight edges & perfect corners fixed at right angles asper the approved design and pattern required, including applying 12mm thick backing plaster in 1:3 CM and fixing the tiles with neatcement paste and finishing the joints with white cement mixed with colouring pigments to match the colour of tiles properly cured &finished in all respect.

Make: H & R Johnson (Marbonite) - Riviera or Approved Equivalent

Same as item no. 104 but Make: H & R Johnson (Marbonite) - Binaco Carara or Approved Equivalent

Same as item no. 104 but Make: H & R Johnson (Marbonite) - Crema Royale Approved Equivalent

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 9 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE105 KERB BLOCKS 300x140x230mm Running Metre 255

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 10 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE

106 KERB BLOCKS 300x140x300mm Running Metre 315

107 KERB BLOCKS 200x100x400mm Running Metre 220

108 KERB BLOCKS 200x150x300mm Running Metre 275

109 KERB BLOCKS 250x150x450mm Running Metre 460

110 PAINTING WORKS-WHITEWASH Square Metres 9

111 APEX PAINTING Square Metres 110

112 OIL BOUND DISTEMPER Square Metres 55

113 ACRYLIC EMLSN. PAINT-INTERIOR Square Metres 80

Providing and fixing at or near ground level smooth finished pre-cast, cement concrete blocks in kerbs, edging etc. The block may beprecast at site or any other approved place in PCC 1:1.5:3 using steel mould in approved pattern and setting. The blocks shall be laid /fixed in position using CM 1:3. The job includes machine mixing, use of vibrator, all labour, material laying etc complete. If directedexcavation upto 200 mm shall be carried out without any extra cost. Kerb block of approx 300x140x230mm size. (length x thickness xheight). The face corner of the kerb block will be made rounded as per instructions.

All material required for execution of painting work shall be obtained direct from approved manufacturers and shall be brought to the sitesin their drums / cans / bags etc with seals unbroken. No thinner shall be used unless approved by Engg.-In-Charge. The paint shall beapplied by using brush, roller or spraying as directed. The paint etc shall be applied only after proper surface preparation by removing alldirt, dust, mortar droppings, another foreign matter, loose scale by using brooms, wire brush, sand paper etc as per requirement anddirection complete.

All holes, cracks, patches etc shall be made good with material similar to that of the surface. The painting shall be applied in specifiedcoats or more so as to obtain the desired finish. If additional coats are required to obtain uniform and smooth finish, the same shall becarried out at no extra cost. The job includes provision of scaffolding using safety precautions, curing etc as required.

WHITEWASH : Providing and applying 3 coats of white wash to plastered and concrete surfaces by mixing binder, , glue, indigo etc.complete as per IS: 712- Latest Edition.

APEX PAINTING : Providing and applying 2 coats of Apex paint to all the exterior surfaces including a coat of primer as permanufacturer's specification complete. General specifications/guidelines given under WHITEWASH item also to be followed, asapplicable.

Same as item no. 115 but Kerb block of approx 300x140x300mm size. (length x thickness x height).

Same as item no.115 but Kerb block of approx 200x100x400mm size. (length x thickness x height).

Same as item no. 115 but Kerb block of approx 200x150x300mm size. (length x thickness x height).

Same as item no.115 but Kerb block of approx 250x150x450mm size. (length x thickness x height). Every fifth block shall have 115x95x40mm cavity as per approved drawing with retroreflective red paint making the spacing of such painted cavities @ 1 m c/c.

OIL BOUND DISTEMPER Providing and applying 2 coats ( first coat with brush and final coat with Roller) of OBD of approved make andshade on all surfaces and heights to give an even shade including priming coat and compatible putty etc. complete. Generalspecifications/guidelines given under WHITEWASH item also to be followed, as applicable.

ACRYLIC EMULSION PAINT (INTERIOR GRADE) Providing and applying 2 coats ( first coat with brush and final coat with Roller) ofAcrylic Emulsion paint of approved make and shade on all surfaces and heights to give an even shade including primer and compatibleputty. General specifications/guidelines given under item no. 120 also to be followed, as applicable.

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE114 ECONOMY EMLSN. PAINT-INTERIOR Square Metres 55

115 ACRYLIC EMLSN. PAINT-EXTERIOR Square Metres 95

116 WATER PROOF CEMENT PAINT Square Metres 55

117 SANDTEX MATT PAINT Square Metres 95

118 SYNTHETIC ENAMEL PAINT-WALL Square Metres 80

119 SYNTHETIC ENAMEL PAINT-STEEL Square Metres 82

120 SYNTHETIC ENAMEL PAINT-WOOD Square Metres 95

121 PLASTIC EMULSION PAINT Square Metres 80

122 POP -WALL,BEAM,COL.&CEILING Square Metres 70

123 POP -MOULDING Running Metre 110

124 FLUSH DOOR 34 MM THICK Square Metres2240

WATER PROOF CEMENT PAINT Providing and applying 2 coats of water proof cement paint of SNOWCEM INDIA make and ofrequired shades on all surfaces and heights to give an even shade. General specifications/guidelines given under item no.120 also to befollowed, as applicable.

SANDTEX MATT Providing and applying 2 coats of Sandtex matt paint of SNOWCEM INDIA make and of required shades on allsurfaces and heights to give an even shade including primer coat of snowcem plus. General specifications/guidelines given under itemno.120 also to be followed, as applicable.

SYNTHETIC ENAMEL PAINT OVER WALL Providing and applying 2 coats of synthetic enamel paint 1st quality of approvedmanufacturer and of required shades on wall to give an even shade including a primer coat. General specifications/guidelines givenunder WHITEWASH item also to be followed, as applicable.

SYNTHETIC ENAMEL PAINT OVER STEEL SURFACE Providing and applying 2 coats of synthetic enamel paint 1st quality ofapproved manufacturer and shades on steel surface to give an even shade including two coats of red oxide primer. Generalspecifications/guidelines given under item no.120 also to be followed, as applicable.

Providing and applying 2 coats ( first coat with brush and final coat with Roller) of approved shade Economy Emulsion (Bison SuperEmulsion of Beger or approved equivalent) paint on all surfaces and heights to give an even shade including primer and compatibleputty. General specifications/guidelines given under item no.120 also to be followed, as applicable.

ACRYLIC EMULSION PAINT (EXTERIOR GRADE) Providing and applying 3 coats of acrylic anti fungal cement paint including primer ofBERGER (Weathercoat) or approved equivalent make and shade to all the exterior surfaces as per manufacturer's specifications.General specifications/guidelines given under item no.120 also to be followed, as applicable.

Supply and fixing termite resistant ISI marked prelaminated solid core type wooden flush doors as per IS 2202 Part 1:1999 (Plywood facepanels) finished with 1mm thick laminates of approved colour/pattern on both sides and of total thickness not less than 34 mm. Both sidefaces and all the edges shall be polished in approved colour/pattern as per directions of EIC. Rate shall be inclusive of all labour, fixing the door in frame in true plumb, line and level & supply and fixing heavy duty 3 nos. stainlesssteel (SS) hinges of 100 mm length, 2 nos. SS aldrops of 200 mm length one from inside and other from outside, SS tower bolt of 200mm length and door stopper etc. all complete. Approved Make: Kitply/ Anchor Board/ Wonder wood/ Duro/ National or equivalent. Teakwood door frame will be paid for separately as per relevant item.

SYNTHETIC ENAMEL PAINT OVER WOOD WORK Providing and applying 2 coats of synthetic enamel paint 1st quality of approvedmanufacturer and shades on wood surface including a coat of primer to give an even shade. General specifications/guidelines givenunder item no.120 also to be followed, as applicable.

PLASTIC EMULSION PAINT: Providing and applying 2 coats ( first coat with brush and final coat with Roller) of Plastic Emulsion paint ofapproved make and shade on all surfaces and heights to give an even shade including primer and compatible putty. Approved Make:Asian/Nitco / Nerolac. General specifications/guidelines given under item no.120 also to be followed, as applicable.

ON WALL & CEILING : Providing and applying Plaster of Paris(POP) punning on walls, ceilings, beams and columns to bring the surfacein plumb line and level including making the surface smooth etc. complete. The rate shall include preparing the surface with POP andcompatible putty to give a smooth finish as per approval of the Engg.-In-Charge. Rate to include cost of scrapping, neeru finish etc.complete if needed.

Plaster of Paris (POP) Moulding : Providing and fixing moulding of size 3" x 3" in the edge of the wall and the ceiling with necessaryhardware, properly finished, all material and labour complete.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 12 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE125 TEAK WOOD DOOR FRAME Running Metre 755

126 ANOD. AL. GLZ. DOOR-12MM GLASS Square Metres 3550

127 AL. GLZ. DOOR-12MM TOUGH.GLASS Square Metres 5900

128 PDR.COAT.AL GLZ. DOOR-12mm… Square Metres3800

129 PDR.COAT.AL GLZ. DOOR-TOUGH…. Square Metres 5900

130 ANOD. AL.FIXED GLZ.-12MM GLASS Square Metres 3560

131 AL. GLZ.FIXED-12MM TOUGH.GLASS Square Metres 5900

132 PDR.COAT.AL GLZ. FIX.GLZ.-12MM Square Metres 3825

133 PDR.COAT.AL GLZ. FIXED-TOUGH.. Square Metres 5900

134 HYDRAULIC FLOOR SPRINGS Each 1935

Supply and fixing seasoned (IS 1141:1993 latest edition) pretreated (IS 401 : 2001 latest edition) teak wood frame for flush doorinstallation and of 125x63 mm nominal cross section. The timber will be sound, straight and free from sap, radial cracks, decay, fungalgrowth, boxed heart, pitch pockets, borer holes, splits, loose knots, rots or any other flaws. Rates are inclusive of 25x10 mm teakwoodbeading of same specification and matching colour polish covering junction of frame and wall in true line, level and finish.

Rate to include all labour, carpentry, making chases, grooves, polish and provision of 6nos. M.S.holdfast 25x4x230mm per frame withnuts and bolts as required and grouted in situ in concrete blocks of mix 1:2:4 and of size as directed. For concrete surfaces, 12mmdiameter counter sunk anchor bolts or coarch screws shall be used for fixing of all door frames, finishing the frames with putty and twocoats of approved matching polish/enamel paint. Inner surface of teak wood frame shall be coated with anti-termite solution etc. allcomplete.

ALUMINIUM GLAZED DOOR WITH 12MM GLASS: Providing and fixing Aluminium glazed door with 15 micron coloured anodisedaluminium section with extruded built up section of approved make and weight ratio joints mitred joint with heavy duty aluminiumpressure die cast cleats with fins to match the section of frames conforming to approved section and shutter conforming to approvedsection and glazed with12 mm thick glass fixed to shutter with neoprin / PVC gasket/ CP brass / Stainless steel screws or with fixing clipsor with expansion hold fasteners with requisite PVC / Neoprin felt /

polysulphide sealant / silicon sealant etc complete as per architectural drawing and instruction of Engg.-In-Charge. Al anodised shopfront doors with frames at top and bottom (without any vertical aluminium section) of HINDALCO make - section no.

With 12 mm toughened glass with all specification as item no.140

With Powder Coated Al section with 12mm plain glass and all specification as item no.140 Anodisation shall not be done.

SP-2670 of size 88x42x2.3 with weight of 2.927 kg/m for door top and bottom, round acrylic handle using CP brass / Stainless steelscrews. The glass should be single piece only. All glass edges shall be grinded and polished smooth as per instructions. The floor springstrut shall be fixed and accommodated in Aluminium section groove. In case of non-availability, approved equivalent make for Al sectionsis JINDAL. Approval of Engg.-In-Charge shall be taken before using equivalent sections matching next higher dimensions and weight perrunning metre without extra cost. Approved Make of Glass: AIS, Modi, Saint Gobain, Triveni

With 12 mm toughened glass with all specification as item no.136

With Powder Coated aluminum section of approved colour having coating thickness of minimum 50 micron with 12mm plain glass and allspecification as item no. 136 Anodisation shall not be done.

With Powder Coated aluminum section of approved colour having coating thickness of minimum 50 micron with 12mm toughened glassand all specification item no. 136. Anodisation shall not be done.

With Powder Coated Al section with 12mm toughened glass and all specification as item no.140. Anodisation shall not be done.

ALUMINIUM FIXED GLAZING WITH 12MM GLASS: Providing and fixing Aluminium fixed glazing with 15 micron coloured anodisedaluminium section minimum wall thickness of not less than 2 mm with extruded built up section of approved make and weight ratiojoints mitred joint with heavy duty aluminium pressure die cast cleats with fins to match the section of frames conforming to approvedsection and glazed with 12 mm thick glass fixed with Al snap beading and neoprin / PVC gasket / CP brass / Stainless steel screw andfixed to the wall with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps atjunctions, at top, bottom and sides with requisite PVC / Neoprin felt / polysulphide

sealant / silicon sealant etc complete as per architectural drawing and instructions of Engg.-In-Charge.

Al anodised shop front fixed glazing with frames at top and bottom of HINDALCO make section no. SP-2670 of size 88x42x2.3 withweight of 2.927 kg/m or approved equivalent and at two side ends of HINDALCO make section no. SP-730 of size 63.5x38x3 with weightof 1.55 kg/m or approved equivalent and fixing cleats/clips of HINDALCO make section no. SP-1778 of size 17.15x17.27x1.4 with weight0.175 kg/m without any intermediate vertical aluminium sections at joints. The intermediate vertical joints spacing in glass shall not beless than 3 m c/c and no horizontal joints shall be permitted in glass. The vertical joints shall be finished smooth having machine cutglass edges in true plumb, line and level. The joint shall be treated with silicon sealant to stop water ingress and glass surfaces shall becleaned neat of left over sealant. Prior approval of HPCL Engg.-In-Charge shall be obtained if spacing of vertical joints is needed to beless than 3 m c/c. Approved Make of Glass: AIS, Modi, Saint Gobain, Triveni. In case of non-availability, approved equivalent make for Alsections is JINDAL. Approval of Engg.-In-Charge shall be taken before using equivalent sections matching next higher dimensions and weight per runningmetre without extra cost.

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

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Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE

135 ALUM. PANEL.DOOR-PART. BOARD Square Metres 3530

136 ALUM. PANEL.DOOR-BISON LAM Square Metres 3530

137 ALUMINIUM WINDOWS (OPENABLE) Square Metres 2900

138 ALUM. WINDOWS SLIDING- 2 TRACK Square Metres 3300

139 ALUM. WINDOWS SLIDING- 3 TRACK Square Metres 3300

140 ALUMINIUM LOUVERED VENTILATOR Square Metres 3425

Same as Item No.147 but Three Track Window: Top & Side - 8933-1.5 mm thick @ 1.06 kg/m; Bottom (Bulb) - 8934- 1.5 mm thick @1.248 kg/m

HYDRAULIC FLOOR SPRINGS Providing and fixing double action hydraulic floor springs of approved brand ( HARDWYN / EVERITE/SANDHU) conforming to IS 6315 : 1992 for aluminium doors. Rate to include cutting of floors as required, embedding in floors andcover plates etc complete as per specifications. Load Capacity = 61-80 kg

Providing and fixing aluminium door to concrete and brick work using 9 mm thick Pre laminated both side Bison lam sheet ( Cementparticle Board) instead of particle board fixed to shutter. Rest of the specifications same as item no. 145 as applicable.

ALUMINIUM WINDOWS (OPENABLE) : Providing and fixing 15 micron colour anodised aluminium glazed windows with 5 mm glass &extruded built up section of wall thickness not less than 1.4 mm and approved make with glass panel fixed to side -hung shutter withaluminium snap beading and neoprene / PVC gasket / CP Brass /stainless steel screws fixed to the wall with requisite rawl plugs andscrew or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions at top , bottom and sides withrequisite PVC / neoprene felt / polysulphide sealant/silicon sealant including heavy duty handle cum locking arrangement etc allcomplete as per architectural drawing and the direction of Engg.In-charge.

Aluminium door section of JINDAL make or equivalent make with the following sections : Outer frame - 8804 of weight 0.622 Kg/mShutter frame- 8802 of weight 0.575 kg/m; Mullion - 8803 of weight 0.729 kg/m; Cleat angle (HIDALCO make) A-3350 - 38x25x3 ofweight 0.490 kg/m; Glazing clip - 4433 of weight 0.137 kg/m. Approved Make of Glass : AIS, Modi, Saint Gobain, Triveni. In case of non-availability, approved equivalent make for Al sections is HINDALCO. Approval of Engg.-In-Charge shall be taken before using equivalentsections matching next higher dimensions and weight per running metre without extra cost.

Same as above item no.147 but Aluminium sliding windows of Jindal make shutter sections: Top & Bottom - 8820- 1.5 mm thick @ 0.547kg/m; Handle Section 8822- 1.5 mm thick @ 0.547 kg/m; Shutter Interlock 8821- 1.45 mm thick @ 0.607 kg/m. Rate includeswheels/bearings, interlocking arrangements etc. complete. The track section shall be as follows: Two Track Window: Top & Side - 8931-1.5 mm thick @ 0.784 kg/m; Bottom (Bulb) - 8932- 1.5 mm thick @ 0.909 kg/m

ALUMINIUM PANELED DOOR : Providing and fixing 15 micron colored anodised single leaf aluminium door with minimum wall thicknessof not less than 2 mm , joints mitred and jointed with heavy duty aluminium pressure die cast cleats with fins to match the outer framesand door frames conforming JINDAL sections as specified fully paneled with 9 mm thick pre-laminated 3 layers medium density (exterior grade) particle board Grade-1, type -II conforming to IS:12823 bonded with phenolformaldehyde synthetic resin of approved brandand manufacturer fixed to shutter with aluminium snap beading and neoprene / PVC gasket / CP Brass /stainless steel screws fixed tothe wall with requisite

rawl plugs and screw or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top ,bottom and sides with requisite PVC/neoprene felt/polysulphide sealant/silicon sealant including hard ware such as tower bolt of 150mm length from inside and Aluminum handle and Aluminum aldrop of 200 mm length

on both sides, 3 nos. Aluminium hinges of 100 mm length etc all complete as per architectural drawing. Aluminium door section ofJINDAL make or equivalent make with the following section : Main frame on all sides - 4700 -101.6 x 44.45 x 2.5 of weight 1.977 kg/mShutter vertical frame- 4537 - 53.7x44.45x2.3 of weight 1.238 kg/m. Shutter top frame - 4540 - 53.7x44.45x2.3 of weight 1.173 kg/m.

Shutter middle frame - 4621 - 49.91x44.45x3 of weight 1.495 kg/m Shutter bottom frame - 4524 -83.5x44.45x3 of weight 2.107 kg/m,aluminium Cast Door handle and Clip - 4420 - 19x17.3x0.9 of weight 0.124 kg/m. In case of non-availability, approved equivalent make forAl sections is HINDALCO. Approval of Engg.-In-Charge shall be taken before using equivalent sections matching next higher dimensionsand weight per running metre without extra cost.

ALUMINIUM LOUVERED VENTILATOR : Providing and fixing 15 micron colour anodised aluminium ventilator with extruded built upsection of wall thickness not less than 1.5 mm and approved make glazed with 5 mm thick opaque glass louver 100mm wide.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 14 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE141 ALUM. DOOR/FIXD. GLZ. 6 MM GLASS Square Metres 3200

142 STEEL WINDOWS Square Metres 3510

143 STEEL DOORS Square Metres 2660

144 ROLLING SHUTTER Square Metres 2660

145 GRILL IN ROLLING SHUTTER Square Metres 2900

146 DISPLAY SHELF Square Metres4100

147 DISPLAY SHELF - BOTTOM STORAGE Square Metres 5000

The floor spring strut shall be fixed and accommodated in Aluminium section groove. The door shall be provided with die cast aluminiumhandle, towerbolt, locking arrangement etc. complete. The joints and gaps shall be treated with silicon sealant to stop water ingress andglass surfaces shall be cleaned neat of left over sealant. Approved Make of Glass: AIS, Modi, Saint Gobain, Triveni. In case of non-availability, approved equivalent make for Al sections is JINDAL. Approval of Engg.-In-Charge shall be taken before using equivalentsmatching next higher dimensions and weight per running metre without extra cost.

Outer frame sections - 4688- 63.5x38.1x1.65 of weight 0.942 kg/m.

Intermediate frame - 4687- 63.5x38.1x1.53 of weight 0.942 kg/m.Glass panels used shall not be less than 2.4 m (height) x 1.2 m (width). All the joints shall be provided with Aluminium sections asspecified.Door:

ALUMINIUM DOOR/FIXED GLAZING WITH 6 MM GLASS : Providing and fixing 15 micron coloured anodised aluminium fixedglazing/aluminium door with 6 mm glass extruded built up section of wall thickness not less than 1.5 mm and approve make with glasspanel fixed with Aluminium snap beading/ Neoprene / PVC gasket/CP Brass /stainless steel screws and fixed to the wall with requisiterawl plugs and screw or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top ,bottom and sides with requisite PVC / neoprene felt/ polysulphide sealant/silicon sealant all complete as per architectural drawing andthe direction of Engg. In-charge.

Aluminium section of JINDAL make or equivalent make with the following sections :

Fixed Glazing:

STEEL WINDOWS : Supply, fabrication and fixing of MS glazed windows using approved Z sections with 5mm plain glass includingproviding grill with 12mm square bar @100mm c/c , painting with two coats of red oxide primer and two coats of synthetic enamel paint,handle , stay arrangement etc. complete.

STEEL DOORS : Supply, fabrication and fixing of MS Door using 35x35x5 angle frame and 25x25x3 angle members including bracingswith 16 gauge MS sheet stitch welded to Door shutter frame complete as per direction of Engg.-In-Charge painting with two coats of redoxide primer and two coats of synthetic enamel paint, handle , stay arrangement ,tower bolt etc. complete.

ROLLING SHUTTER Supply, fabrication and fixing of MS rolling shutter of the following specifications including grill window of 300 mmheight at eye level for visibility even in closed position. Code: Conforming to IS 6248 – 1979 Type: Self Coiling type (manual) Curtains:Interlocking cold rolled lath section of 0.8 mm thickness. Lock plate : MS sheet of 3.15 mm thick reinforced with MS angles of 35 x 35mm. Guide channel : MS sheets of 3.5 mm thick Bracket Plate : MS Sheet of 0.9 mm thick.

Outer side frame - 4550 - 47.62x44.45x1.52 of weight 0.881 kg/m.

Bottom frame - 4553 - 95.25x44.45x1.70 of weight 1.301 kg/m

Intermediate frame - 4621- 49.91x44.45x1.60 of weight 0.882 kg/m.

Clip- 4420- 19x17.3x0.9 of wt. 0.124 Kg/m.

Specifications as item no. 156 but with storage at bottom, as per enclosed drawing.

Hood Covers : MS sheet of 0.9 mm thick Locking handle : To be provided suitably. Rate shall include providing and fixing holdfasts andpainting two coats of enamel paint of approved make and shade over two coats of zinc phosphate primer. Shutter up to 10 SQM -pushpull type hand operated with ball bearings , For 10 SQM upto 30 SQM- Mechanical operated gear type with ball bearing, a pulling hookshall be provided for each of the rolling shutter.

GRILL IN ROLLING SHUTTER : Supply, fabrication and fixing of manually operated steel rolling net shutter as per the specification. Netsto be in hexagonal pattern, The round MS bars used for jali should be 8mm in dia . All other specification as item no. 154

DISPLAY SHELF: Providing & fixing in position 12 mm thick plain glass of Modi/AIS/Saint Gobain/Triveni make with polished edges in thegrooves between the 25 mm thick exterior grade MDF board planks at 325 mm c/c & 350 mm wide. The MDF board shall be fixed on teakwood frame fixed to the wall using plugs, screws and holdtights. Cross section of teak wood shall be 50x75 mm. The teak wood shall beseasoned and brushed with anti-termite chemical before use. Teak wood framing shall be fixed over wall in such a way that it forms gridsof size 450x325 mm so as not to obstruct the grooves. The exposed surface of the MDF board shall be finished with 1.5 mm thicklamination of approved colour & combination of colours with teak wood beadings on edges. The approved brand for the lamination shallbe Formica/Greenlam / Sundek.

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE148 FAN HOOKS Each 72

149 MORTICE LOCK Each 1090

150 DOOR CLOSER Each 1270

161 STRUCT.STEEL WORK-SERVICE BAY Metric Ton 67760

152 S/I/F COR. ASBESTOS SHEET-ROOF Square Metres 435

153 S/I/F COR.ASBESTOS SHEET-GABLE Square Metres 510

15420 gauge (1.0MM) sheets Square metres

460

15522 gauge (0.8MM) sheets Square metres

385

156 GYPSUM BOARD FALSE CEILING Square Metres 910

157 ACOUSTIC. SUSP. CEILING BUTT.. Square Metres 845

GI SHEET ROOFING : Supplying and fixing corrugated GI sheet roofing of approved make and following thicknesses with GI 'J' or 'L'hooks 10mm dia; GI limpet and bitumen washer complete. Rate to exclude purlins, rafters, trusses etc, which shall paid under separatehead.

Providing and fixing Gyp board false ceiling with required accessories INDIA GYPSUM make including painting with two coats ofplastic emulsion paint. 12.5 mm thick 'Gypboard' shall be screw-fixed to the underside of suspended GI grid. GI grid shall be installed asper manufacturer's specifications. GI grid shall consist of ceiling sections (India Gypsum Code no. MF5) at maximum c/c distance 450mm, Perimeter channel (India Gypsum code no. MF6A), intermediate channels (India Gypsum code no. MF7) at maximum c/c distance1200 mm.

FAN HOOKS : Providing & fixing MS fan hooks with 16 mm dia MS bar bent to shape with hooked ends in RCC Slab during layingincluding painting the exposed portion.

MORTICE LOCK Providing & fixing GODREJ make only six lever lock ( Cylindrical/ Round Head ) including all necessary hardware etc.

DOOR CLOSER Providing and fixing door closer of Hardwyn / Everite make size no. 2.

Same as item No: 164 but for 22 gauge

The rate quoted shall include cost of bolts, nuts, washers, welding and electrodes and any other consumables required for completingthe work. The bolts , nuts , washers, welds etc shall not be separately measured and paid for.

Supply , erection and fixing of corrugated asbestos cement sheet of Everest make or approved equivalent for service bay includingsupply and fixing of bitumen/GI washer, J bolt etc. For Roof

Same as Item No.162 but for side sheet including gable end.

Supplying , erecting and fixing in position Pre- fabricated structures at all elevations for service bay using structural steel sectionsconforming to IS:2062 , including cutting, welding or bolting, supply of bolts/nuts/washers etc., complete as per drawings includingsurface preparation and applying one coat of Zinc Phosphate Primer before erection and two coats of synthetic enamel paint as perspecification after erection and all materials and labour complete. ( No welding is permitted at site).

The ceiling sections should be fixed to intermediate channels with connecting clips (India Gypsum code no. ME9). GI grid shall be fixedto RCC slab above with the help of 25x0.5 mm strap hanger (India Gypsum code no. MF 8) and soffit cleat (India Gypsum code no.P534). The joints between soffit cleat and strap hanger and GI grid & strap hanger shall be with 6.4x12.7 mm nut and bolt (India Gypsumcode no. P526). Soffit cleat shall be fixed to RCC ceiling with W.E. type 12 mm dia, 17/16" long steel rawl plug. Maximum c/c distance(both ways) of strap hangers shall be 1200 m. The Gypboard shall be fixed fixed to GI grid with 25 mm long Drawall screws. TheGypboard to be used shall be 12.5 mm thick tapered edge boards. The boards shall be taped & filled from underside to ceiling.

The rate shall be inclusive of additional ceiling sections and intermediate channels shall be provided at openings for light fixtures, ACducts, vertical drops, offsets etc Additional intermediate channels shall be fixed to strap hangers at every 1200 mm for additional supportto prevent strap hangers from buckling/swaying. Item to be completed in all respect including necessary sleeves for ducts , finishing ofjoint cut outs, supports for AC grills, light fixtures, speakers etc. complete as per directions of Engg.-In-Charge.

Providing & Fixing of Armstrong Acoustical Suspended Ceiling System with Fissured Tiles having Tegular edges . The tiles should have Humidity Resistance of 90% RH, Average NRC .50, Light Reflectance >80%, Thermal Conductivity k = 0.052 – 0.057 w/m°c, Colour White, Fire Performance Class 0/Class 1 (BS - 476) in module size of 600mm x 600mm x 15mm laid on 24XL - Hot Dipped Galvanised steel suspension System having rotary stitching on the Main Runner, 1200 mm & 600 mm Cross Tees. INSTALLATION: To comprise main runner spaced at 1200mm centres securely fixed to the structural socket by approved hanger at 1200mm maximum centre. The last hanger at the end of each main runner should not be greater than 450mm from the adjacent wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm centre to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees.Perimeter trim to be Armstrong wall angles or channel, secured to walls at 450 mm max. C/cFor fissured RH 90 Butt Edge.

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Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE158 ACOUSTIC. SUSP. CEILING TEGULR Square Metres 910

159 WATER CLOSET-EUROPN.,COLOURED Each 9920

160 WATER CLOSET-EUROPEAN WHITE Each 6655

161 WATER CLOSETS-INDIAN,COLOURED Each 3990

162 WATER CLOSETS-INDIAN, WHITE Each 2965

163 URINALS - COLOURED Each 2055

164 URINAL-NEW MAGNUM WHITE Each 2965

INDIAN WATER CLOSET Supplying and fixing approved colour (pastel colour) vitreous china Orissa Pan type water closet comprising ofthe following accessories including cutting and making good the walls & floors wherever required complete as directed by Engg.-In-Charge ( A) Coloured (pastel colour) vitreous china 580 mm size water closet of Parryware Cat. 0109/17 with P or S trap (B) 10 litrecapacity hi-grade engineering plastic low level flushing cistern of matching colour Cat. - 0709 of Parryware with necessary fittings,brackets , screws etc. all complete.

(C) 32 mm CP brass flush pipe of approved length with necessary fittings, clamps etc. (D) 15 mm NB CP inlet connections with brassunion at the ends. (E) 15mm NB CP brass angle valve of approved brand as per the direction of Engg.-In-Charge (F) WC connector withneoprene rubber. Approved Equiv. - Hindware Cat. 20004 with equivalent low level cistern

INDIAN WATER CLOSET Supplying and fixing white vitreous china Orissa Pan type water closet comprising of the followingaccessories including cutting and making good the walls & floors wherever required complete as directed by Engg.-In-Charge ( A) Whitevitreous china 580 mm size water closet of Parryware Cat. 0109/17 with P or S trap (B) 10 litre capacity hi-grade engineering plastic lowlevel flushing cistern of matching colour Cat. - 0709 of Parryware with necessary fittings, brackets , screws etc. all complete.

EUROPEAN TYPE Supplying and fixing approved colour (pastel colour) wall mounted vitreous china European type water closetcomprising of the following accessories including cutting and making good the walls & floors wherever required complete as directed byEngg.-In-Charge, having following (A) Coloured ( pastel colour) vitreous china European water closet with P or S trap of Parryware makeCascade series No. 0219 having integral matching colour vitreous china cistern supplied as part of the closet with all mechanisms, withnecessary fittings, brackets, screws, etc all complete as per the direction of Engg.-In-Charge.

(B) 15mm NB CP brass angle valve of approved brand as per the direction of Engg.-In-Charge (C) 15 mm NB CP brss inlet connectionwith Brass unions at the ends. (D) Parryware/Commander make or equivalent matching colour polypropylene seat cover with necessarybrass hinges and rubber bushes etc (E) WC connector with neoprene rubber etc. Approved Equivalent - Hindware 20028 with matchingcolour Vitreous China cistern with all mechanisms, fittings etc. complete.

EUROPEAN TYPE Supplying and fixing white wall mounted vitreous china European type water closet comprising of the followingaccessories including cutting and making good the walls & floors wherever required complete as directed by Engg.-In-Charge, havingfollowing (A) White vitreous china European water closet with P or S trap of Parryware make Cascade series No. 0219 having integralmatching colour vitreous china cistern supplied as part of the closet with all mechanisms, with necessary fittings, brackets, screws, etcall complete as per the direction of Engg.-In-Charge.

(B) 15mm NB CP brass angle valve of approved brand as per the direction of Engg.-In-Charge (C) 15 mm NB CP brss inlet connectionwith Brass unions at the ends. (D) Parryware/Commander make or equivalent matching colour polypropylene seat cover with necessarybrass hinges and rubber bushes etc (E) WC connector with neoprene rubber etc. Approved Equivalent - Hindware 20028 with matchingcolour Vitreous China cistern with all mechanisms, fittings etc. complete.

(C) 32 mm CP brass flush pipe of approved length with necessary fittings, clamps etc. (D) 15 mm NB CP inlet connections with brassunion at the ends. (E) 15mm NB CP brass angle valve of approved brand as per the direction of Engg.-In-Charge (F) WC connector withneoprene rubber. Approved Equiv. - Hindware Cat. 20004 with equivalent low level cistern

Supplying and fixing coloured (pastel colours) vitreous china flat back urinal of size 300mmx400mm with integrated overflow of HindustanSanitary or equivalent approved make with CP flush valve, CP pipe connection, CP waste coupling , CP Brass bottle trap, 32 mm PVCwaste line of required length etc. all complete as per the direction of Engg.-In-Charge.

Supplying and fixing WHITE vitreous china urinal of Parryware make New Magnum Series No. 0575, CP flush valve, CP pipe connection,CP waste coupling , CP Brass bottle trap, 32 mm PVC waste line of required length etc. all complete as per the direction of Engg.-In-Charge. Approved Equivalent - Hindware 60006 Olympous half stall

Providing & Fixing of Armstrong Acoustical Suspended Ceiling System with Fissured Tiles having Tegular edges . The tiles should have Humidity Resistance of 90% RH, Average NRC .50, Light Reflectance >80%, Thermal Conductivity k = 0.052 – 0.057 w/m°c, Colour White, Fire Performance Class 0/Class 1 (BS - 476) in module size of 600mm x 600mm x 15mm laid on 24XL - Hot Dipped Galvanised steel suspension System having rotary stitching on the Main Runner, 1200 mm & 600 mm Cross Tees. INSTALLATION: To comprise main runner spaced at 1200mm centres securely fixed to the structural socket by approved hanger at 1200mm maximum centre. The last hanger at the end of each main runner should not be greater than 450mm from the adjacent wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm centre to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees.Perimeter trim to be Armstrong wall angles or channel, secured to walls at 450 mm max. C/cFor fissured RH 90 Tegular Edge.

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE165 URINAL-NEW MAGNUM COLOURED Each 3870

166 URINAL-PARRYWARE WITH IN BUILT SENSOR Each 18150

167 URINAL SENSOR-SENSOTRONIC Each 10650

168 SENSOR FAUCET-WASH BASIN Each 18150

169 SENSOR FAUCET-URINAL Each 17545

170 URINAL DIVISION PLATE Each 2000

171 HAND WASH BASIN W/O PEDESTAL Each 2785

172 HAND WASH BASIN WITH PEDESTAL Each 3630

173 OVAL BELOW COUNTERBASIN-WHITE Each 1540

174 OVAL BELOW COUNTERBASIN-COLOUR Each 1935

175 WALL HUNG BASIN & PEDESTAL Each 2000

176 MIRROR - 5.5 MM THICK Square Metres 2300

177 MIRROR- 600X600X5.5 MM Each 850

178 SOAP TRAY Each 175

179 LIQUID SOAP DISPENSER Each 850

Supply, installation and commissioning all complete Jaquar make Sensotronic Concealed type Flushing system (Model 51087 - Chrome)including all accessories, all connections, electricals etc. all complete as per the direction of Engg.-In-Charge.

Supply, installation and commissioning all complete SENSOR FAUCET FOR WASH BASIN WITH 190MM LONG SPOUT (WALLMounted Model SNR-51071 Chrome, Make - Jaquar) complete with MS installation Box with 2 Nos control Cocks, all accessories,connections etc all inclusive.

Supply, installation and commissioning all complete SENSOR FAUCET FOR URINALS (Model SNR-51077 Chrome, Make - Jaquar)concealed type Flushing Valve complete set with Installation Box & Control Cock , all accessories, connections etc. all inclusive.

Providing and fixing 1200 x 450 x 18 mm (minimum) size machine cut and polished black/approved colour granite partition plate betweenurinals including cutting masonry / concrete surface to required size, fixing the division plate on the ceramic tiles by means of SS clamps,nuts & bolts, polishing all exposed surface etc all complete as directed by Engg.-In-Charge.

Supplying and fixing ceramic PASTEL COLOUR OVAL BELOW COUNTER BASIN of Parryware size 550x450 mm make No. 550 0418,CP flush valve, CP pipe connection, CP waste coupling , CP Brass bottle trap, 32 mm PVC waste line of required length etc. allcomplete as per the direction of Engg.-In-Charge. Approved Equivalent - Hindware 10016 Oval

Supplying and fixing ceramic approved colour Parryware make 580x455 mm size No. CTH-0481 wall hung wash basin with matchingcoulour ceramic pedestal no. 0375, CP flush valve, CP pipe connection, CP waste coupling , CP Brass bottle trap, 32 mm PVC wasteline of required length etc. all complete as per the direction of Engg.-In-Charge. The fixing shall be done by Parryware bolts only and thepedestal shall be screwed to floor as per manufacturer's specifications. Approved Equivalent - Hindware wash basin Viking 10008,Pedestal 11003

Providing and fixing beveled edge mirror of superior glass of 5.5 mm thick & 600 x 600 mm size of BELGIUM GLASS or any otherequivalent make, craft paper, 3mm thick felt backing or 6 mm asbestos sheet. Teak Wood beads 25x40 mm as per approvedshape/drawing allround and fixed with wooden plugs with CP brass screws and cup washers etc all complete as directed by Engg.-In-Charge.

Same as item no. 186 but of size 600 x 600 mm.

HAND WASH BASIN : Providing and fixing coloured (pastel colours) wash basins of size 550 x 400 without pedestal, including thefollowing accessories: (a)15mm brass CP Jaquar make (Cat.no.093) stop cock -1 No . (b) 15mm CP connections from the above stopcock to pillar cock - 1 No. (c) 32mm dia waste coupling, CP brass chain and rubber stopper. (d)30mm bottle trap Jaquar make withcleaning eye, extension piece and wall flange.

(d) Providing and fixing brass CP Jaquar make 13mm half turn pillar cock. (Cat. no.011) Rate to include supply, painting and fixing ofnecessary CI brackets with nuts and bolts and fixing the wash basin with all necessary connections in walls.

Hand Wash basin with matching color pedestal. Rest specifications as item no. 181

Supplying and fixing ceramic WHITE COLOUR OVAL BELOW COUNTER BASIN of Parryware size 550x450 mm make No. 550 0418,CP flush valve, CP pipe connection, CP waste coupling , CP Brass bottle trap, 32 mm PVC waste line of required length etc. allcomplete as per the direction of Engg.-In-Charge. Approved Equivalent - Hindware 10016 Oval

Providing and fixing readymade CP brass soap tray near wash basin with CP brass screws of approved make.

Supplying and fixing PASTEL COLOURED vitreous china urinal of Parryware make Series No. C8098, CP flush valve, CP pipeconnection, CP waste coupling , CP Brass bottle trap, 32 mm PVC waste line of required length etc. all complete with in built sensorfor water discharge and flushing. Rate include making all connections/electrical connections etc complete job.

Supplying and fixing PASTEL COLOURED vitreous china urinal of Parryware make New Magnum Series No. 0575, CP flush valve, CPpipe connection, CP waste coupling , CP Brass bottle trap, 32 mm PVC waste line of required length etc. all complete as per thedirection of Engg.-In-Charge. Approved Equivalent - Hindware 60006 Olympous half stall

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 18 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATEProviding and fixing soap dispenser having refillable container system and transparent view of container showing remaining soap level.Care shall be taken so that tiling is not damaged while installation. Make - Technocrats/ Euronics /Askon

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 19 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE180 TOILET PAPER HOLDER Each 180

Supplying and fixing of 150 x 150 mm pastel coloured toilet paper holder of Hindustan Sanitary ware or equivalent approved make atrequired position and elevation as directed. Rate to include making good the chases in walls after fixing the above.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 20 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE181 TOWEL RAIL Each 330

182 TOWEL RING:CAN-1121, JAQUAR Each 820

183 TOWEL RING:1576, PARKO Each 725

184 AUTOMATIC HAND DRYER Each 8230

185 AUTOMATIC AEROSOL DISPENSER Each 3510

186 AUTOMATIC SHOE SHINING MACHINE Each 15125

187 HYGI SPRAY Each 695

188 STOP COCK CONCEALED-PARKO 1516 Each 655

189 SWAN NECK TAP-PARKO 1536 Each 970

190 PILLAR COCK-PARKO 1501 Each 520

191 BIB COCK LONG BODY-PARKO 1511 Each 655

192 BIB COCK LONG NOSE-PARKO 1506A Each 750

193 BIB COCK -PARKO 1506 Each 525

194 PILLAR COCK-JAQUAR 23011 Each 655

195 PILLAR COCK-JAQUAR 23021 Each 825

196 BIB COCK-JAQUAR 23037 Each 665

197 BIB COCK-JAQUAR 23039 Each 675

198 BIBCOCK LONG BODY-JAQUAR 23107 Each 875

Providing and fixing CP brass Towel Ring. Make-Jaquar, Continental Range CAN-1121 including all accessories such as brackets, fixingand anchoring etc. complete as directed.

Providing and fixing CP brass Towel Ring. Make-Parko, Classic Line Collection, No.1576 including all accessories such as brackets,fixing and anchoring etc. complete as directed.

Providing, fixing and commissioning fully automatic hand dryer i.e. autostart on positioning the hand and autostop. Care shall be taken sothat tiling is not damaged while installation. Rate includes PVC insulated power chord having copper conductor and Anchor ROMA make3 pin power plug matching ampere load of instrument. Make - Technocrats (Model Alpha AP-800) or Euronics (Model CYC 30)

Providing, fixing and commissioning fully automatic aerosol dispenser (Auto Freshener). The price includes spray fragrance cam withapproved aroma etc. complete. Rate includes PVC insulated power chord having copper conductor and Anchor ROMA make 3 pin powerplug matching ampere load of instrument. Care shall be taken so that tiling is not damaged while installation. Make - Technocrats (ModelDeluxe)

Providing and fixing CP brass towel rail of 20 mm dia and 600 mm long including all accessories such as brackets (coloured), fixing andanchoring etc. complete as directed.

Providing and fixing in position CP pillar cock of Parko make classic line series No. 1501 including all necessary fixtures etc. complete.

Providing and fixing in position CP long body bib cock of Parko make classic line series No. 1511 including all necessary fixtures etc.complete.

Providing and fixing in position CP long nose bib cock of Parko make classic line series No. 1506 A including all necessary fixtures etc.complete.

Providing and fixing in position CP bib cock of Parko make classic line series No. 1506 including all necessary fixtures etc. complete.

Providing, fixing and commissioning fully automatic shoe polish machine with electronic eye (infra red sensor) having both separate blackand brown rollers. The machine shall start automatically when shoe is placed and automatically stop. Rate includes PVC insulated powerchord having copper conductor and Anchor ROMA make 3 pin power plug matching ampere load of instrument. Care shall be taken sothat finishing is not damaged while installation. Make - Technocrats (Model Executive Deluxe)

Providing and fixing in position CP brass Hygi Spray of Parryware make Model T9929G1 inclusive of all fixtures, fittings and fastenersmaking operational complete. Approved Equivalent Make - Hindware

Providing and fixing in position CP brass stop cock Parko make classic line series No. 1516 including all necessary fixtures etc.complete.

Providing and fixing in position CP brass swan neck tap Parko make classic line series No. 1536 on wash basins including all necessaryfixtures etc. complete.

Providing and fixing in position CP brass pillar cock with Aerator of Jaquar Clarion Range No. 23011. Rate to include all related civilrepairs, fitments, joineries etc. complete.

Providing and fixing in position CP brass long neck pillar cock with Aerator of Jaquar Clarion Range No. 23021. Rate to include allrelated civil repairs, fitments, joineries etc. complete.

Providing and fixing in position CP brass bib cock of Jaquar Clarion Range No. 23037. Rate to include all related civil repairs, fitments,joineries etc. complete.

Providing and fixing in position CP brass bib cock with long thread of Jaquar Clarion Range No. 23039. Rate to include all related civilrepairs, fitments, joineries etc. complete.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 21 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATEProviding and fixing in position CP brass long body bib cock with wall flange of Jaquar Clarion Range No. 23107. Rate to include allrelated civil repairs, fitments, joineries etc. complete.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 22 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE199 BIB COCK-2 WAY-JAQUAR 23041 Each 945

200 ANGULAR STOP COCK-JAQUAR 23053 Each 630

201 ANGULAR STOP COCK-JAQUAR 23055 Each665

202 CONCEAL. STOPCOCK-JAQUAR 23069 Each 825

203 CONCEAL. STOPCOCK-JAQUAR 23083 Each 1020

204 STOPCOCK MALE END-JAQUAR 23093 Each 630

205 STOPCOCK FEMALE-JAQUAR 23097 Each 630

206 CONCEALED GI PIPING - 15 NB Running Metre220

207 CONCEALED GI PIPING - 20 NB Running Metre 300

208 CONCEALED GI PIPING - 25 NB Running Metre 385

209 EXPOSED GI PIPING - 15 NB Running Metre 190

210 EXPOSED GI PIPING - 20 NB Running Metre 265

211 EXPOSED GI PIPING - 25 NB Running Metre 350

212 BRASS GATE VALVE - 15 NB Each 365

213 BRASS GATE VALVE - 20 NB Each 425

214 BRASS GATE VALVE - 25 NB Each 450

215 HDPE SINTEX WATER TANK-1000 L Each 10525

216 HDPE SINTEX WATER TANK-500 L Each 6170Same as item no.225 but of 500 L capacity.

Providing and fixing in position CP brass bib cock of Jaquar make Clarion Range No.23041. Approved equivalent Parko make.

Providing and fixing in position CP brass angular stop cock (regulating valve) of Jaquar Clarion Range No. 23053. Rate to include allrelated civil repairs, fitments, joineries etc. complete.

Providing and fixing in position CP brass long thread angular stop cock (regulating valve) of Jaquar Clarion Range No. 23055. Rate toinclude all related civil repairs, fitments, joineries etc. complete.

CONCEALED GI PIPING Providing & fixing 15 mm medium grade GI pipes of TATA / JINDAL / ZENITH / SURYA / TIRUPATI / RAMAmake conforming to IS-1239 concealed in the walls and under the concrete floors including making chases in the walls or concrete floors, fixing with clamps at every 1m c-c, necessary tees, bends, elbows, plugs, nipples, unions, testing of pipelines for leaks upto a pressureof 6 Kg/sq cm , painting the pipes with hot bitumen, wrapping the pipes with Hessian cloth and making chases of the walls good afterpiping.

Same as item no.216 but size 20 mm.

Same as item no.216 but size 25 mm.

EXPOSED GI PIPING Description same as above item no. 216 but providing, laying and fixing 15 MM medium grade pipes in open onbrick or RCC surface with the help of GI 'U' clamps at every 1 m and at every turn.

Providing and fixing in position CP brass concealed stop cock (reduced body) of Jaquar Clarion Range No. 23069. Rate to include allrelated civil repairs, fitments, joineries etc. complete.

Providing and fixing in position CP brass Extra Heavy Body concealed stop cock with adjustable wall flange of Jaquar Clarion Range No.23083. Rate to include all related civil repairs, fitments, joineries etc. complete.

Providing and fixing in position CP brass male end stopcock of Jaquar Clarion Range No. 23093. Rate to include all related civil repairs,fitments, joineries etc. complete.

Providing and fixing in position CP brass female end stopcock of Jaquar Clarion Range No. 23097. Rate to include all related civilrepairs, fitments, joineries etc. complete.

Same as item no.222 but size 25 mm.

WATER TANK Supplying and installation of HDPE water tanks Sintex make of 1000 litre capacity including 300 mm high brick masonrypedestal of 230mm thick in CM 1:5, providing 75mm thick RCC 1:2:4 slab with reinforcement 8mm tor @150mm c/c, lifting the tank ,making all necessary GI connections to inlet, outlet, and overflow nozzles and cleaning the tank before commissioning.

Same as item no.219 but size 20 mm.

Same as item no.219 but size 25 mm.

Providing & fixing 15 mm brass full way gate valve ISI marked & of Leader / GG make.

Same as item no.222 but size 20 mm.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 23 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE217 PVC PIPE - 110 MM, 4KG/SQCM Running Metre 360

218 PVC PIPE - 80 MM, 4KG/SQCM Running Metre 290

219 UPVC PIPE - 40 MM, 4KG/SQCM Running Metre 105

220 UPVC PIPE - 63 MM, 4KG/SQCM Running Metre 115

221 UPVC PIPE - 90 MM, 4KG/SQCM Running Metre 150

222 UPVC PIPE - 110 MM, 4KG/SQCM Running Metre 170

223 UPVC PIPE - 160 MM, 4KG/SQCM Running Metre 265

224 UPVC PIPE - 250 MM, 4KG/SQCM Running Metre 425

225 NAHANI (FLOOR) TRAP Each 250

226 CI PIPES, IS:3989, 75 MM DIA Running Metre 825

227 CI PIPES, IS:3989, 100 MM DIA Running Metre 1030

228 CI PIPES, IS:3989, 150 MM DIA Running Metre 1815

229 STONE WARE PIPES-100 MM Running Metre340

230 STONE WARE PIPES-150 MM Running Metre 385

PVC SOIL / WASTE /RAIN WATER PIPES Supplying and laying 110 mm PVC pipe of 4KG/sqcm pressure rating including plain ordoor type bends, shoes, offsets, clamps junctions, tees, etc, complete .

Same as item no.227 but of size 80 mm.

Same as item no. 229 but for size 160 mm.

Same as item no. 229 but for size 250 mm.

NAHANI (FLOOR) TRAP Providing and fixing PVC floor trap of self cleansing design conforming to IS specs with 100mm inlet, 75mmoutlet and 150mm CP hinged grating of 6mm thick with rim. Rate shall include making all necessary leak proof connections etc.complete.

STONE WARE PIPES Providing and laying 150mm dia. salt glazed stoneware pipes conforming to IS 651 Grade-A including bends,tees etc, excavation of trenches, 100 mm thick 250 mm wide PCC 1:4:8 bedding, PCC 1:5:10, 150 mm thick encasing all around pipe,filling the joints with tarred gasket, plastering with 1:3 cement mortar, smoke testing of joints, backfilling the trenches with excavatedearth, watering, ramming etc., complete.

UPVC PIPES: Providing and laying unplasticised polyvinyl chloride (UPVC) pipes of class IV or as applicable conforming to IS4985:2000/ IS 15328 : 2003/ IS 13592 : 1992 Type B/ BS 4514/ BS EN 1329, latest edition including all necessary fittings conforming to IS14735 : 1999/ BS 4514/ BS EN 1329, latest edition and other accessories including connections etc., complete as per drawings or asdirected at site. Size 40 mm

Same as item no. 229 but for size 63 mm.

Same as item no.229 but for size 90 mm.

Same as item no. 229 but for size 110 mm.

STONE WARE PIPES Providing and laying 100mm dia. salt glazed stoneware pipes conforming to IS 651 Grade-A including bends,tees etc, excavation of trenches, 100 mm thick 200 mm wide PCC 1:4:8 bedding, PCC 1:5:10, 150 mm thick encasing all around pipe,filling the joints with tarred gasket, plastering with 1:3 cement mortar, smoke testing of joints, backfilling the trenches with excavatedearth, watering, ramming etc., complete.

CI PIPES Providing and laying ISI marked 75 mm dia. centrifugally cast (spun) Iron pipes conforming to IS 3989 :1984 latest editionincuding all bends, joints, Ts, cowls etc. with painted MS clampings of appropriate strength @ 1 m c/c. The pipe will be painted with twocoats of red oxide and smoke tested after making joints and before joining to the system. The joints will be socket spigot caulked jointswith juite and molten lead/Drip Seal as per relevant BIS specifications and procedures. Make - NECO/ HEPCO/ ACL or approvedEquivalent

CI PIPES Providing and laying ISI marked 100 mm dia. centrifugally cast (spun) Iron pipes conforming to IS 3989 :1984 latest editionincuding all bends, joints, Ts, cowls etc. with painted MS clampings of appropriate strength @ 1 m c/c. The pipe will be painted with twocoats of red oxide and smoke tested after making joints and before joining to the system. The joints will be socket spigot caulked jointswith juite and molten lead/Drip Seal as per relevant BIS specifications and procedures. Make - NECO/ HEPCO/ ACL or approvedEquivalent

CI PIPES Providing and laying ISI marked 150 mm dia. centrifugally cast (spun) Iron pipes conforming to IS 3989 :1984 latest editionincuding all bends, joints, Ts, cowls etc. with painted MS clampings of appropriate strength @ 1 m c/c. The pipe will be painted with twocoats of red oxide and smoke tested after making joints and before joining to the system. The joints will be socket spigot caulked jointswith juite and molten lead/Drip Seal as per relevant BIS specifications and procedures. Make - NECO/ HEPCO/ ACL or approvedEquivalent

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 24 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE231 GULLY TRAP WITH CHAMBER Each 1450

232 SEPTIC TANK (25 persons) Each 26015

233 SOAK PIT 2.5(DIA)X3(DEP)M INT. Each 16335

234 CI COVER 450X450MM - 16 KG Each 990

235 CI COVER 600X600MM - 34 KG Each 2120

236 POINT WIRING MDLR PLATE SWITCH Each 795

237 5A SOCKET,5A SWITCH SAME BOARD Each 665

238 5A SOCKET,5A SWITCH INDPNDNT…. Each 685

239 5/15A,15A SWITCH INDEPENDENT Each 910

240 AC POINT 20 A INCL. SPMCB Each 2175

241 4X10+1X6 SQMM MULTIST. FRLS CU Running Metre 585

242 4X6+1X4 SQMM MULTIST. FRLS CU Running Metre 350

243 4X6+2X4 SQMM MULTIST. FRLS CU Running Metre 385

244 3X10 SQMM MULTIST. FRLS CU Running Metre 365Same as item no. 251 but supply, laying, and commissioning of wiring 3x10 sqmm FRLS multistrandedcopper wire in 40mm PVC conduit

245 3X6 SQMM MULTIST. FRLS CU Running Metre 210

GULLY TRAP WITH CHAMBER Providing and fixing square mouth gully trap including constructing 300 X 300 MM internal size brickmasonry chamber with 230mm thick brick masonry in 1:5 cement mortar, excavation, 75mm thick PCC 1:4:8 bed, plastering with neatcement finish, Medium duty CI cover with frame etc. complete.

SEPTIC TANK (25 persons) : Providing & constructing septic tank of size 1200x2000x1800mm(Internal dimension) with excavation,PCC1:4:8 100mm thick bed , 345/230mm thick brick masonry wall in CM 1:5 ,RCC1:2:4 100mm thick slab with 8mm tor steel @150c/cboth way , 115mm thick baffle wall with RCC beam at bottom ,12mm thick smooth cement plaster with water proofing compound insideand exposed outside portion, providing 600mmx600mm size medium duty CI cover, providing 75mm dia PVC vent pipe etc. complete. Septic tanks of larger capacity may be made utilising different items as components, measured and paid accordingly as per relevant itemspecifications and rates.

Rate to include wall chasing and rough plastering. Providing and fixing single pole 5A modular plate switches of ANCHORROMA/MK/FINOLEX/HAVELL-CRABTREE/SSK make of approved colour . One switch shall be provided for each light and fan point.Rate to include providing main circuit wiring from DB to switch boards with 2.5 sqmm copper wires. All wires shall be conforming to IS694:1990.

Same as item no. 246 but for 5A socket controlled by one 5A switch on the same lighting board.

Same as item no. 246 but for 5A socket controlled by one 5A switch independently mounted including providing wiring with 3 runs of 1.5sqmm pvc insulated copper wire through PVC conduit.

Same as item no.246 but for 5/15A socket controlled by 15A switch independently mounted including providing wiring with 2 runs of 2.5sqmm and 1 run of 1.5 sqmm PVC insulated copper wire through PVC conduit.

SOAK PIT Providing and constructing soak pit of 2.5m dia X 3m depth (internal) in brick masonry of class 75 design. Internal size of shaftshall be minimum clear 1m with minimum 230thk. walls in cement mortar 1:6 at top 500mm in height and in bottom 230mm wall in heightwith 450mmx450mm dry brick honey comb shaft and surrounded by broken brick bats. The outer walls of the shaft should be 230 mmfollowed by 150 mm thick layer of 50-80 mm nominal size brick aggregates thereafter followed by 150 mm thick layer.

CI covers for Chambers / Inspection chambers etc : Supply and fixing of CI cover and frame of 450X450 mm nominal size(total weight notless than 16 kg) with seal, all materials and labour complete.

Same as Item no. 244 but of size 600x600 mm and total weight not less than 34 kg.

POINT WIRING FOR LIGHT/FAN WITH PLATE SWITCHES ANCHOR ROMA/MK/FINOLEX/HAVELLS-CRABTREE / SSK Providingand laying point wiring in concealed conduits for the following points using specified 1100V grade PVC insulated, FRLS multistranded 3x 1.5 sqmm copper conductor wires. Rate to include supplying, laying and securing in position in roof slabs and brick walls or concretecolumns 25 mm dia medium duty rigid PVC conduits (Conforming to IS 9537:Part 3: 1983) of approved make with necessaryaccessories and junction boxes/pull boxes. Providing and fixing in the brick walls flush type metal switch boxes of approved make shadeand sufficient size to accommodate all 6A Modular switches / 3 pin socket, screws, holders. ceiling roses and the fan regulator whereverrequired.

Same as item no.246 but for AC point with 2 runs of 4 sqmm (P&N) and 1 run of 2.5 sqmm (earthing) PVC insulated , FRLSmultistrand copper cable in 25 mm dia PVC conduit from MCBDB to 20 A power socket. The conduit shall be partly/fully concealed in alltypes of wall, ceiling etc complete with all accessories, wiring, termination, connected civil works, rough plastering etc including supplyand fixing of 20A industrial socket controlled by 20A SPMCB of MDS / HAVELS / INDOKOPP / STANDARD make.

Supply, laying, and commissioning of wiring using 4 runs of 10 sqmm and 1 run of 6 sqmm PVC insulated , FRLS, unsheathed,multistranded copper wires conforming to IS 694:1990 in 40 mm dia medium duty PVC conduit (Conforming to IS 9537:Part 3:1983) frompanel to Distribution boards. Rate to include supply of 16 GI fish wire, conduits & accessories, wiring, terminations etc complete.

Same as item no. 251 but supply, laying, and commissioning of wiring using 4 runs of 6 sqmm and 1 run of 4 sqmm FRLSmultistranded copper wire in 32 mm dia PVC conduit from panel to Distribution boards.

Same as item no. 251 but supply, laying, and commissioning of wiring using 4x6 sqmm and 2x4 sqmm FRLS multistranded copper wirein 40mm PVC conduit

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 25 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATESame as item no. 251 but supply, laying, and commissioning of wiring 3x6 sqmm FRLS multistranded copper wire in 40mm PVCconduit

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 26 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE246 FRLS MULTISTR. 1.5 SQMM COPPER Running Metre 22

247 FRLS MULTISTR. 2.5 SQMM COPPER Running Metre 36

248 FRLS MULTISTR. 4.0 SQMM COPPER Running Metre 48

249 FRLS MULTISTR. 6.0 SQMM COPPER Running Metre 82

250 18 SWG PVC INSUL. COPPER WIRE Running Metre 28

251 PVC CONDUIT MED. IS:9537-25MM Running Metre 30

252 PVC CONDUIT MED. IS:9537-32MM Running Metre 50

253 PVC CONDUIT MED. IS:9537-40MM Running Metre 80

254 63A TPN MCB DB INCOMER Each 7985

255 32A TPN MCB DB INCOMER Each 6290

256 CEILING FANS SWEEP:1400 mm Each 2240

257 305 MM DIA EXHAUST FAN Each 2120

258 230 MM DIA EXHAUST FAN Each 1815

259 LIGHT FIXT.&LAMP-TMC501/136HPF Each 1115

260 LIGHT FIXT. &LAMP-DGN 451 Each 1695

261 BULK HEAD & LAMP-NXC 101 Each 665

262 ANGLE HOLDER WITH LAMP Each 72

263 MIRROR OPTIC FTG.-TCS605/236M1 Each 2965

264 MIRROR OPTIC FTG.-TBS300/418M1 Each 3630

265 CORNER LUMINAIRE-ACW/N- 1X18W Each 1270

266 CORNER LUMINAIRE-ACW/N- 1X36W Each 1450

267 DECORATIVE LUMINAIRE-AMA-1X18W Each 1330

Supply and laying through conduit FRLS multistranded PVC insulated (1100V) copper wire conforming to IS 694:1990 and of size 1.5sqmm including termination etc. all complete. PVC Conduits to be paid for separately as per relevant items.

Same as item no. 256 but size 2.5 sqmm

Same as item no. 256 but size 4.0 sqmm

Same as item no. 261 but 40 mm dia

Supply, installation and commissioning of 63A TPN MCB DB Incomer : 1 no 63 A , 4 Pole MCB Outgoing : 18 nos, 10A/16A/20A SPMCBs

CEILING FANS Supplying and fixing of the ceiling fans of Khaitan / GE / Polar / Usha with detail as below : Sweep:1400 mm Colour :white Bearing type : Double ball bearing Down rod : as per requirement Regulator : Electronic type ANCHOR ROMA/MK Accessories:Screws, wall nuts etc. complete.

Supply, fixing and commissioning of 305 mm dia Exhaust fans with metal alloy blades including bird louvers, frame works and other civilworks like chipping and making the surface good etc. Make : Crompton / khaitan / Bajaj.

Supply, installation and commissioning of 32A TPN MCB DB Incomer : 1 no 32 A , 4 Pole MCB Outgoing : 12 nos, 10A/16A/20A SPMCBs

Same as item no. 256 but size 6.0 sqmm

Same as item no. 256 but for single core PVC insulated copper wire 18 SWG.

Supply and laying rigid non-flame propagating medium duty PVC conduit 25 mm dia. conforming IS 9537(Part III) including all bends,clamps, joineries, fixing on the wall etc. all complete

Same as item no. 261 but 32 mm dia

Same as item no. 269 But Angle holder Anchor make including lamp 60W.

Same as item no. 269 but 2 x 36 W indoor decorative surface mounted tube light fitting including lamp Philips cat no TCS 605/236 M1HPF (High Power Factor) or equivalent of Crompton make Cat. CBSW 1124 HSB.

Same as item no. 269 but 4 x 18 W indoor decorative mirror optics luminaire suitable for recessed mounting including 4 nos. TL Dlamps Philips cat no TBS 300/418 M1 HPF (High Power Factor) or equivalent of Crompton make Cat. CRFN 42 HSB.

Same as item no.269 but Corner/wall slim (corner luminaire with lamp, reflector clear receded acrylic cover Arcade make). 1X18W

Same as item no. 267 but of 230MM Dia.

Supply, fixing and commissioning of box type light fitting Philips make cat no. TMC501/136 HPF (High Power Factor) 1 x 36 W tube lightfitting with lamp or equivalent of Crompton make Cat. DJB 14. Rate to include all accessories, interconnection of wires from ceiling roseto the fittings and fluorescent tube lamps , copper ballast etc.

Same as item no. 269 but 1 x 60W spot light luminaire with 1 meter track including lamp Philips make cat no. DGN 451 or equivalent ofCrompton make for display shelving

Same as item no. 269 but 1 x 40 W Bulk head luminaire including lamp Philips cat no. NXC 101 or equivalent Crompton make Cat.CBHE 29 ( Outside building).

Same as item no.269 but Corner/wall slim (corner luminaire with lamp, reflector clear receded acrylic cover Arcade make). 1X36W

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 27 of 50

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Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATESame as item no.269 but Decorative luminaire with lamp reflector, opal/clear receded acrylic cover Arcade make. 1X18W

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 28 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

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Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE268 DECORATIVE LUMINAIRE-AMA-1X36W Each 1210

269 ENERGY ESSENTIALS- 11 W Each 200

270 ENERGY ESSENTIALS- 14 W Each 230

271 ENERGY ESSENTIALS- 18 W Each 265

272 HALOGEN DICHROIC SPOT LIGHT Each 1150

273 TELEPHONE SOCKET POINT 2 PAIRS Each 90

274 TELEPHONE TAG BLOCK 5 PAIRS Each 1270

275 MODULAR TELEPHONE SOCKET Each 350

276 WALL MOUNTING METER BOARD Each 9620

277 FLR.MNT.PANELBOARD-2X125/2X63A Each 75020

278 FLR.MNT.PANELBOARD-2X63/4X32A Each 64130

279 25 KVA LT PANEL- HENSEL Each 229900

280 S/L 3.5CX150SQMM ARMD.AL CABLE Running Metre 1090

Same as item no.269 but supply and fixing energy essential CFLs 14 W of PHILIPS make. Approved equivalent - Havell/ Osram

Same as item no.269 but supply and fixing energy essential CFLs 18 W of PHILIPS make. Approved equivalent - Havell/ Osram

Same as item no.269 but supply & fixing of spot lights in sales room opposite to sales display shelving using PHILIPS make cat 303-2 x12V, 50W halogen Dichroic or equivalent inclusive of Necessary connection, accessories, lamp etc. complete.

TELEPHONE SOCKET POINT Supply and laying 2 pairs of 0.5 mm dia screened and shielded telephone wire in 20 mm dia PVC conduitpartly/fully concealed in types of walls , floor etc complete with all accessories , wiring terminations, connected civil works, roughplastering etc including supply of 16 GI fish wire conduit & accessories etc.

Same as item no.269 but Decorative luminaire with lamp reflector, opal/clear receded acrylic cover Arcade make. 1X36W

Same as item no.269 but supply and fixing energy essential CFLs 11 W of PHILIPS make. Approved equivalent - Havell/ Osram

Incomer : 2 nos 125A TP switch fuse unit with HRC fuses for DG and EB 1 no 125A 4 pole change over switch 2 no volt meter with voltmeter selector switch, 2 no ammeter with C T & ammeter selector switch, 2 sets of Phase indicating lamp (RYB) Outgoing : 2 nos 63Aand 3 nos 32A TP fuse switch unit with HRC fuse.

Same as item no.287 but with following details Incomer : 2 nos 63A TP switch fuse unit with HRC fuses for DG and EB 1 no 63A 4 polechange over switch 2 no volt meter with volt meter selector switch, 2 no ammeter with C T & ammeter selector switch, 2 sets of Phaseindicating lamp (RYB) Outgoing : 4 nos 32A TP fuse switch unit with HRC fuse.

Supply and laying insulated, sheathed, armoured LT cable of approved make and conforming to .IS 1554:Part 1:1988. 3.5CX150 sqmmAL cable XLPE

Design, fabrication, supply, installation, testing and commissioning of factory made LT switch board/ panel of Make - HENSEL made out of polycarbonate, polyestrene thermoplastic modules/enclosure with IP 65 degree of protection. Please refer to attched specifications, list of items, bill of materials and drawing nos. HENMIPDB31705 for details. Approved Equivalent - Fibox, Rittal

Bus Bar Rating: 250 A (12x10, 12x5 mm Cu), System Voltage: 415 V, 50 HzIncomer: 125A FP COS - 1No.; 100A TPN SFU - 1No.; 70A Contactor - 1No.Outgoings: 32A FP ISOLATOR - 1 No.; 32A FP MCB - 2 Nos.; 20A DP MCB - 2 Nos.; 32A DP MCB - 14 Nos.; 10A DP MCB - 17 Nos.; 40A FP ISO - 1 No.

Metering: Voltmeter with selector switch (0-500V) - 1 No.; Ammeter with selector switch (0-63A) - 1 No.; Frequency Meter - 1 No.;Current Transformer(63/5A) - 3 Nos.; R/Y/B LED Indication - each 1 No.; On/Off PB - each - 1 no.; Control Fuse with Base - 6 Nos. Terminals: 50 Sqmm Feed in Terminals - 10 Nos.; 6 Sqmm - 85 Nos.; 4 Sqmm Earth Terminals - 35 Nos. Rate to include approved frontcable cover, pedestal frame with FRP lining and canopy as per manufacturer's specifications.

Note: For any outlet having requirement of more than 25 KVA load, the panel has to be separately designed using the above basicmaterial of approved manufacturers. The payment shall be made separately basis the original quotation received from manufacturer andapproved by HPCL Engg.-in-Charge.

Supply, fixing and commissioning of following 5 pairs of telephone tag block of Krone type enclosed in suitable MS box. Rate shall includeall accessories, connected civil works for fixing the same as per specifications.

Supply and installation of modular type telephone socket MK make in a suitable size box concealed to wall including all civil works.

Supply and fixing of wall mounting type meter board made out of 16 SWG CRCA sheet steel and single iron with 3 nos 200A Fusecutouts N.L., 1 no earth bus and space for accommodating 1 no. 3 ph, 4 wire KWH meter complete with adequate size of copper wireinterconnections, powder coating etc. complete.

Supply and erection, testing commissioning of floor mounting type cubical panel board made out of 16 SWG CRCA sheet steel with 200A TPN copper bus bars, interconnections, earthing, powder coating and comprising of the followings as required.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 29 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE281 S/L 3.5CX120SQMM ARMD.AL CABLE Running Metre 935

282 S/L 3.5CX95 SQMM ARMD.AL CABLE Running Metre 755Same as Item No.290 but 3.5CX95 sqmm AL cable.

283 S/L 3.5CX70SQMM ARMD.AL CABLE Running Metre 605Same as Item No.290 but 3.5CX70 sqmm AL cable.

284 S/L 3.5CX50 SQMM ARMD.AL CABLE Running Metre 435Same as Item No.290 but 3.5CX50 sqmm AL cable.

285 S/L 3.5CX35 SQMM ARMD.AL CABLE Running Metre 330Same as Item No.290 but 3.5CX35 sqmm AL cable.

286 S/L 3.5CX25 SQMM ARMD.AL CABLE Running Metre 280Same as Item No.290 but 3.5CX25 sqmm AL cable.

287 S/L 4CX16 SQMM ARMD. AL CABLE Running Metre 245Same as Item No.290 but 4CX16 sqmm AL cable.

288 S/L 4CX10 SQMM ARMD. AL CABLE Running Metre 180Same as Item No.290 but 4CX10 sqmm AL cable.

289 S/L 4CX6 SQMM ARMD. AL CABLE Running Metre 180Same as Item No.290 but 4CX6 sqmm AL cable.

290 S/L 2CX6 SQMM ARMD. AL CABLE Running Metre 145Same as Item No.290 but 2CX6 sqmm AL cable.

291 S/L 4CX2.5 SQMM ARMD. CU CABLE Running Metre 240Same as Item No.290 but 4CX2.5 sqmm copper cable.

282 S/L 3CX2.5 SQMM ARMD. CU CABLE Running Metre 200Same as Item No.290 but 3CX2.5 sqmm copper cable.

293 S/L 2CX2.5 SQMM ARMD. CU CABLE Running Metre 155Same as Item No.290 but 2CX2.5 sqmm copper cable.

294 S/L 2CX1.5 SQMM ARMD. CU CABLE Running Metre 115Same as Item No.290 but 2CX1.5 sqmm copper cable.

295 S/L 3CX1.5 SQMM ARMD. CU CABLE Running Metre135

Same as Item No.290but 3CX1.5 sqmm copper cable.

296 S/L 4CX1.5 SQMM ARMD. CU CABLE Running Metre170

Same as Item No.290but 4CX1.5 sqmm copper cable.

297 S/L 3CX10 SQMM UNARMD.CU CABLE Running Metre 495Same as Item No.290 but 3Cx10 sqmm unarmoured copper cable

Same as Item No.290 but 3.5CX120 sqmm AL cable.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 30 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE298 S/L 3CX6 SQMM UNARMD. CU CABLE Running Metre 300

Same as Item No.290 but 3Cx6 sqmm unarmoured copper cable

299 S/L 4CX6 SQMM UNARMD. CU CABLE Running Metre 375Same as Item No.290 but 4Cx6 sqmm unarmoured copper cable

300 S/L 2CX4 SQMM UNARMD. CU CABLE Running Metre 155Same as Item No.290 but 2Cx4 sqmm unarmoured copper cable

301 END TERM., NFLP, 3.5 Cx150 AL Each 1210

302 END TERM., NFLP, 3.5 Cx120 AL Each 1090

303 END TERM., NFLP, 3.5 Cx95 AL Each 970

304 END TERM., NFLP, 3.5 Cx70 AL Each 860

305 END TERM., NFLP, 3.5 Cx50 AL Each 630

306 END TERM., NFLP, 3.5 Cx35 AL Each 410

307 END TERM., NFLP, 3.5 Cx25 AL Each 375

308 END TERM., NFLP, 4 Cx16 AL Each 275

309 END TERM., NFLP,4CX10 AL Each 265

310 END TERM., NFLP, 4 Cx6 AL Each 180

311 END TERM., NFLP,2CX6 AL Each 180

312 END TERM., NFLP, 4 Cx2.5 AL Each 180

313 END TERM., NFLP, 3 Cx2.5 AL Each 175

314 END TERM., NFLP, 2 Cx2.5 AL Each 175

315 END TERM., NFLP, 2 Cx1.5 AL Each 170

316 END TERM., NFLP, 3 Cx1.5 AL Each 170

317 END TERM., NFLP, 4 Cx1.5 AL Each 170

318 END TERM.,FLP GLAND,3Cx2.5 CU Each 240

319 END TERM.,FLP GLAND,4Cx2.5 CU Each 255

End termination of 3.5CX95 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 3.5CX50 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 3.5CX35 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 3.5CX25 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 3.5CX150 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 3.5CX120 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 3.5CX95 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 4CX2.5 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 3CX2.5 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 2CX2.5 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 2CX1.5 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 4CX16 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 4CX16 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 4CX6 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 4CX6 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 3CX1.5 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 4CX1.5 sqmm armoured AL cable cable with double compression NFLP gland and crimping sockets.

End termination of 3CX2.5 sqmm copper cable with double compression FLP gland and crimping sockets.

End termination of 4CX2.5 sqmm copper cable with double compression FLP gland and crimping sockets.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 31 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

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Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE320 WELDING CABLE 16 SQMM COPPER Running Metre

105

321 50 NB GI PIPE: CLASS B,IS1239 Running Metre400

322 63 NB GI PIPE: CLASS B,IS1239 Running Metre 485

323 100NB GI PIPE: CLASS B,IS1239 Running Metre690

324 CABLE TRENCH Running Metre 130

325 JUNCTION BOX -YARD LIGHT POLE Each 970

325 JUNCTION BOX -IP65 HENSEL D9025 Each 300

325 THREADED GLAND IP65-HENSEL, AKM20 Each 60

326 OUTDOOR LOOP-IN-LOOP OUT BOX Each 545

327 GI Oct.Light Pole-SingleArm 6m Each 20570

328 GI Oct.Light Pole-DoubleArm 6m Each 21300

329 GI Oct.Light Pole-SingleArm 7m Each 22990

Supply/laying/fixing welding cable 16 sqmm of rating 174 A and conforming to IS 9857:1990 having gasoline resistant insulation andmultistranded copper conductors. Rate includes end terminations, sockets and thimbles complete.

Supply and laying 50mm dia GI pipe of approved make conforming to IS 1239 medium duty including threading, suitable GI collars,bends, elbow, nipples etc. all complete.

Supply and laying 63mm dia GI pipe of approved make conforming to IS 1239 medium duty including threading, suitable GI collars,bends, elbow, nipples etc. all complete.

Excavation in any type of soil including WBM/asphalt up to 600mm depth and 300mm wide including supply and laying 150mm thick sandon top and bottom of cable, supply and laying bricks of designation 50 laid flat on top, back filling trench by earth only etc. complete.

Supply and laying 100 mm dia GI pipe of approved make conforming to IS 1239 medium duty including threading, suitable GI collars,bends, elbow, nipples etc. all complete.

Supplying and fixing flame proof and weather proof junction box of Sudhir / Baliga make out door junction box of IP 54 category ofprotection with rubber gasket and having locking arrangement including all required connectors, 10A SPMCB.

Supply, installation, testing and commissioning of outdoor type loop-in-loop out- box with suitable terminals to receive the incoming Al /Cu cable and 6 sets of outgoing AL/ Cu wires of required size. The loop-in-loop-out box shall be suitable for fixing in angle iron framework.

Supply and installation of BAJAJ make Hot dip galavanised iron pole having wall thickness 3 mm. C/s A/F - top = 70mm, bottom =130mm, base plate 220x220x12 mm, 500 mm long weatherproof reinforced door opening with junction box mounting arrangement butexclusive of junction box, single arm bracket 1 m, 20mm dia. threaded made to J shape and having 600 mm total length steel grade EN8foundation bolts - 4 nos with nuts, templates and all complete as per approved drawing. Approved Equivalent Make - PHILIPS

Foundation RCC 1:1.5:3 shall be of size 550x550mm and depth 1200 mm with 8 nos. 12mm dia. tor bars as main bars and 8mm dia. torbars stirrups @ 190 mm c/c as per approved drawing. This reinforcement shall conform to IS:1786 latest edition. The foundation shallextend above sorrounding ground/driveway level for 200 mm and have slant 63mm dia. PVC sleeve cast insitu foundation for cable entryas per the drawing. Excavation, PCC, RCC and reinforcement shall be done and paid extra as per relevant items.

Supply and installation of BAJAJ make Hot dip galavanised iron pole wall thickness 3 mm. C/s A/F - top = 70mm, bottom =130 mm, baseplate 220x220x12 mm, 500 mm long weatherproof reinforced door opening with junction box mounting arrangement but exclusive ofjunction box, double arm brackets 1 m each, 20mm dia. threaded made to J shape and having 600 mm total length steel grade EN8foundation bolts - 4 nos with nuts, templates and all complete as per approved drawing. Approved Equivalent Make - PHILIPS

Foundation RCC 1:1.5:3 shall be of size 550x550mm and depth 1200 mm with 8 nos. 12mm dia. tor bars as main bars and 8mm dia. torbars stirrups @ 190 mm c/c as per approved drawing. This reinforcement shall conform to IS:1786 latest edition. The foundation shallextend above sorrounding ground/driveway level for 200 mm and have slant 63mm dia. PVC sleeve cast insitu foundation for cable entryas per the drawing. Excavation, RCC and reinforcement shall be done and paid extra as per relevant items.

Supplying and fixing outdoor type Polostyrene thermoplastic body weather proof junction box (IP 65) of Hensel make (Type D-9025).Rate includes all inside terminations\/joining points and indoor type glands provided with the junction box. For indoor use, indoor typeglands will be used for cable entry/connection. Only required number of punctures in the box will be made for cable entry, balance sideswill be left hole-free. Rate is inclusive of providing all the connections and end terminations in a neat and professional way alongwithfixing etc, complete as per manufacturer's guidelines and EIC instructions. For outdoor application, threaded glands having minimumIP65 protection shall be used as per item no:335.2, which will be paid separately. Approved equivalent Rittal, Fibox.

Supplying and fixing outdoor type Polostyrene thermoplastic body weather proof thtreaded glands ( Minimum IP-65) of Hensel make(Type AKM-20). Rate is inclusive of completing the cable / wire entry, providing all the connections in a neat and professional wayalongwith fixing etc, complete as per manufacturer's guidelines and EIC instructions. Approved equivalent Rittal, Fibox.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 32 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATESupply and installation of BAJAJ make Hot dip galavanised iron pole wall thickness 3 mm. C/s A/F - top = 70mm, bottom =130 mm, baseplate 220x220x12 mm, 500 mm long weatherproof reinforced door opening with junction box mounting arrangement but exclusive ofjunction box, singler arm bracket 1 m, 20 dia threaded made to J shape and having 600 mm total length steel grade EN8 foundation bolts -4 nos with nuts, templates and all complete as per approved drawing. Approved Equivalent Make - PHILIPS.

Foundation RCC 1:1.5:3 shall be of size 550x550mm and depth 1400 mm with 8 nos. 12mm dia. tor bars as main bars and 8mm dia. torbars stirrups @ 190 mm c/c as per approved drawing. This reinforcement shall conform to IS:1786 latest edition. The foundation shallextend above sorrounding ground/driveway level for 200 mm and have slant 63mm dia. PVC sleeve cast insitu foundation for cable entryas per the drawing. Excavation, RCC and reinforcement shall be done and paid extra as per relevant items.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 33 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE330 GI Oct.Light Pole-DoubleArm 7m Each 23700

331 GI Oct.Light Pole-SingleArm 8m Each 25410

332 GI Oct.Light Pole-DoubleArm 8m Each 26150

333 STREETLIGHT FITTING CRP330/150 Each 10285

334 HOARDING LIGHT QVF 135/70 Each 4840

335 ONLY FIXING LIGHT FITTING Each 420

336 EARTHING PIT-PLATE ELECTRODE Each 12700

337 EARTH PIT-PLT ELEC.W/O CHAMBER Each 7020

338 EARTHING PIT- PIPE ELECTRODE Each 7260

Supply and fixing Philips make Cat. CRP 330 street light fixture (IP65) with Ceramic Discharge CDMTT 150W lamp (Make Philips/Osram) and single piece die cast aluminium housing with all accessories energy efficient copper ballast, heat resistant toughened flatglass cover, electronic ignitor, reflector' power factor improvement capacitor etc. complete. Approved equivalent of Bajaj make AquaWave Series Cat. BGWRL 150 MH SE FFG with 150 W Ceramic Discharge CDMTT lamp and approved equivalent of Crompton makeMHSGT1215IH/G with Lamp 150WCDM-TT . The job includes fixing the street light fixtures, providing flexible wire of 7/20 copper wire ofapproved make, from junction box to top of the pole.

Supply and installation of BAJAJ make Hot dip galavanised iron pole wall thickness 3 mm. C/s A/F - top = 70mm, bottom =130 mm, baseplate 220x220x12 mm, 500 mm long weatherproof reinforced door opening with junction box mounting arrangement but exclusive ofjunction box, double arm brackets 1 m each, 20mm dia. threaded made to J shape 700 mm long steel grade EN8 foundation bolts - 4 noswith nuts, templates and all complete as per approved drawing. Approved Equivalent Make - PHILIPS.

Foundation RCC 1:1.5:3 shall be of size 550x550mm and depth 1400 mm with 8 nos. 12mm dia. tor bars as main bars and 8mm dia. torbars stirrups @ 190 mm c/c as per approved drawing. This reinforcement shall conform to IS:1786 latest edition. The foundation shallextend above sorrounding ground/driveway level for 200 mm and have slant 63mm dia. PVC sleeve cast insitu foundation for cable entryas per the drawing. Excavation, RCC and reinforcement shall be done and paid extra as per relevant items.

Supply and installation of BAJAJ make Hot dip galavanised iron pole wall thickness 3 mm. C/s A/F - top = 70mm, bottom =135 mm, baseplate 225x225x16 mm, 500 mm long weatherproof reinforced door opening with junction box mounting arrangement but exclusive ofjunction box, singler arm bracket 1 m, 20 dia threaded made to J shape 750 mm long steel grade EN8 foundation bolts - 4 nos with nuts,templates and all complete as per approved drawing. Approved Equivalent Make - PHILIPS.

Foundation RCC 1:1.5:3 shall be of size 550x550mm and depth 1500 mm with 8 nos. 12mm dia. tor bars as main bars and 8mm dia. torbars stirrups @ 190 mm c/c as per approved drawing. This reinforcement shall conform to IS:1786 latest edition. The foundation shallextend above sorrounding ground/driveway level for 200 mm and have slant 63mm dia. PVC sleeve cast insitu foundation for cable entryas per the drawing. Excavation, PCC, RCC and reinforcement shall be done and paid extra as per relevant items.

Supply and installation of BAJAJ make Hot dip galavanised iron pole wall thickness 3 mm. C/s A/F - top = 70mm, bottom =135 mm, baseplate 225x225x16 mm, 500 mm long weatherproof reinforced door opening with junction box mounting arrangement but exclusive ofjunction box, double arm brackets 1 m each, 20 dia threaded made to J shape 750 mm long steel grade EN8 foundation bolts - 4 nos withnuts, templates and all complete as per approved drawing. Approved Equivalent Make - PHILIPS.

Foundation RCC 1:1.5:3 shall be of size 550x550mm and depth 1500 mm with 8 nos. 12mm dia. tor bars as main bars and 8mm dia. torbars stirrups @ 190 mm c/c as per approved drawing. This reinforcement shall conform to IS:1786 latest edition. The foundation shallextend above sorrounding ground/driveway level for 200 mm and have slant 63mm dia. PVC sleeve cast insitu foundation for cable entryas per the drawing. Excavation, RCC and reinforcement shall be done and paid extra as per relevant items.

Supply and fixing Philips make Cat. QVF 135 hoarding light fixture (IP54) with Metal Halide MHN-TD 70W lamp, control gear box, lightweight corrosion-resistant pressure die cast housing with universal mounting bracket, all accessories energy efficient copper ballast,heat resistant toughened glass cover, electronic ignitor, reflector, power factor improvement capacitor etc. complete. Approved equivalentCrompton make Cat. TH 6 MH(DE). The job includes fixing the street light fixtures and wiring as approved.

Same as item no. 344 but to fix the HPCL supplied street light fixtures.

Providing plate electrode earthing as per IS 3043 and attached drawing including excavation of depth 3.2 m, supplying and fixing plateelectrode of size 600x600 mm and thickness 6.3 mm (GI) or 3.15 mm (Copper), 50mm dia GI pipe of heavy duty (wall thickness 4.5 mm)with funnel for watering, wire mesh, GI flat (2 nos. 50x6 mm ) collars, two connecting GI strips (50x6 mm) from plate electrode to collar,fixing & using using GI nut bolts with bitumen coating and welding as per drawing, filling the pit with alternate layers of charcoal and salt,back filling, constructing 230 mm thick Brick Masonry chamber 1000(length)x500(width)x600 (depth) mm internal size with plastering 10mm thick and embedded 50 mm dia PVC conduit openings at two places packed with jute soaked in bitumen at the entrances, 100mmthick PCC 1:3:6 at the bottom of chamber, providing 3 mm thick MS sheet cover with diagonal bracings of 25x3 mm flats, frame and hinge arrangement covering full opening, grouting the cover frame in PCC 1:2:4 bed 230x75 mm, painting two coats of approved colour Rate includes carrying out earth resistance testing of the earth pit provided, submitting report and painting resistance, test date and pitidentification no. on cover top.

Earthing Pit-Plate Electrode without chamber:Same as item no. 346 but without chamber and covers. The item is for providing earthingpit under driveway. The chamber and cover shall be provided with same specifications as of driveway chambers and as per instructionsof Engg.-In-Charge. The driveway chambers shall be paid as per respective item rate.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 34 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE

339 EARTH PIT-PIPE ELEC.W/O CHMBER Each 5075

340 10 SWG COPPER WIRE Running Metre 65

341 25X3 COPPER FLAT Running Metre 545

342 25X6 GI FLAT Running Metre 110

343 50X6 GI FLAT Running Metre 230

344 MS CHEQUERED PLATE KG 72

345 MS EDGE PROTECTION KG 72

346 ISI MARKED RUBBER MAT-20MM Square Metres 415

347 3 PHASE SERVO STABILISER-25KVA Each 111320348 3 PHASE SERVO STABILISER-40KVA Each 145200

349 5/6 KVA Each 34790350 9/10 KVA Each 47795351 15KVA Each 50820352 20 KVA Each 65340

353 2 KVA Each 4235354 5 KVA Each 5565355 7.5 KVA Each 9680356 10 KVA Each 16700

357 100 VA CVT Each 4235358 250 VA CVT Each 5565359 500 VA CVT Each 9440360 TANK INSTALLATION-70KL Each 20570

Supply and fixing 10 SWG copper wire for earthing connection to pumps, canopy columns etc.

Supply and fixing 25x3 copper flat for earth connection of panel / interconnection of earth pits.

Supply and fixing 25x6 GI flat for earth connection of panel / interconnection of earth pits.

Supply and fixing 50x6 GI flat for earth connection of panel / interconnection of earth pits.

Providing pipe electrode earthing as per IS 3043 and attached drawing including excavation of depth 3.75 m, supplying and fixing pipeelectrode of size 50 mm dia heavy duty (wall thickness 4.5 mm) GI pipe with funnel for wateing, wire mesh, GI flat (50x6 mm) collarjoined to pipe using 50x6 mm strip and GI nut bolts with bitumen coating as per drawing, filling the pit with alternate layers of charcoaland salt, back filling, constructing 230 mm thick Brick Masonry chamber 400(length)x400(width)x400 (depth) mm internal size withplastering 10 mm thick and embedded 50 mm dia PVC conduit openings at two places packed with jute soaked in bitumen at theentrances, 100mm thick PCC 1:3:6 at the bottom of chamber, providing CI cover with CI frame in hinge arrangement covering fullopening, grouting the cover frame in PCC 1:2:4 bed 230x75 mm, painting two coats of approved colour synthetic enamel paint over a coatof red oxide primer etc. complete. Rate includes carrying out earth resistance testing of the earth pit provided, submitting report and painting resistance, test date and pitidentification no. on cover top.

Earthing Pit-Pipe Electrode without chamber:Same as item no. 348 but without chamber and covers. The item is for providing earthing pitunder driveway. The chamber and cover shall be provided with same specifications as of driveway chambers and as per instructions ofEngg.-In-Charge. The driveway chambers shall be paid as per respective item rate.

Providing and fixing 6mm thick MS chequered plate including making holding arrangements, painting with two coats of red oxide primerand two coats of synthetic enamel paint etc.

Providing and fixing MS angle / channel supports and edge protection for trench etc. including providing hold fast ,painting with twocoats red oxide primer and two coats of synthetic enamel etc.

Supply and fixing 20mm thick ISI marked rubber mat of approved make.

Supply , installation and commissioning of 3 phase oil cooled balanced / unbalanced load servo controlled voltage stabilisers (Make - Logicstat / Blue bird / Bhurji / HPCL approved make) including auto / manual control, overload trip relay, low / high voltage cut-off, single phase protector, cost of oil. Rate includes making input and output connection but excludes supply of necessary cables, lugs and clamping. Party to furnish manufacturer's test certificate alongwith supply and provide warranty/gaurantte for a period of one from the date of installation..

Supply , installation and commissioning of 3 phase air cooled balanced / unbalanced load servo controlled voltage stabilisers (Make - Logicstat / Blue bird / Bhurji / HPCL approved make) including auto / manual control, overload trip relay, low / high voltage cut-off, single phase protector. Rate includes making input and output connection but excludes supply of necessary cables, lugs and clamping. Party to furnish manufacturer's test certificate alongwith supply and provide warranty/gaurantte for a period of one from the date of installation.

Supply , installation and commissioning of single phase voltage stabilisers (range 160V - 260V) of approved Make - Logicstat / Blue bird / Bhurji / HPCL approved make. Rate includes overload trip relay, low / high voltage cut-off, Rate also includes making input and output connection but excludes supply of necessary cables, lugs and clamping. Party to furnish manufacturer's test certificate alongwith supply and provide warranty/gaurantte for a period of one from the date of installation.

Supply and fixing of constant voltage transformer of aproved make - Logicstat, Blue bird, Sukam, Bhurji or equivalent. Party to furnish manufacturer's test certificate alongwith supply and provide warranty/gaurantte for a period of one from the date of installation.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 35 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE

361 TANK INSTALLATION-45KL Each 15250

362 TANK INSTALLATION-22KL Each 11130

363 TANK INSTALLATION-16KL Each 9680

364 TANK INSTALLATION- 9KL Each 7500

365 PUMP ISLAND: 0.9 M WIDE Running Metre 1815

366 INSTALLATION MONO PUMPS Each 545

Installation of HPCL supplied Tanks of 70 KL capacity in earth pit /brick masonry pit. Job includes Hydrostatic testing to pressure of3.5m water column, supplying & filling with water with necessary 50 mm dia pipe & on successful completion emptying out the water fromtank , cleaning & drying the inner surfaces with cloth/ cotton waste etc., doping with two coats tank mastic paint of STP make and hot30/40 bitumen ( total doping thickness 3mm) ,fixing all fittings etc.

Same as item no. 370 but for 9 KL tank

Island : Providing and constructing pump island of 0.9m width and 0.3m height from finished driveway level and 0.6m below the finishedd/w level using BM in CM 1:5 and filling river sand inside with necessary foundation in 100 mm thick PCC 1:3:6 and average 12mm thickrough cement plaster in CM 1:4 on outer side. The job includes necessary excavation, labour etc all complete. Any Brick work below0.6m in foundation will be paid seperately.

Installation of MONO pumps on pedestal including providing & fixing foundation bolt in PCC 1:2:4 & connecting suction pipe, electrical,earthing connections to the pump etc. complete.

Job excludes excavation, PCC, RCC, BM, plastering, which shall be paid seperately as per drawing and actual measurement at site asapproved by Engg.-In-Charge. cost of fittings, cost of pipelines, check valves shall be paid separately on actual basis. Rate to includeproviding and fixing locking / caping arrangement in all fill pipes / suction pipes / dip pipe etc. as directed by Engg.-In-Charge.

Same as item no. 370 but for 45 KL tank

Same as item no. 370 but for 22 KL tank

Same as item no. 370 but for 16 KL tank

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 36 of 50

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PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE367 INSTALLATION DUAL PUMPS Each 850

368 INSTALLATION MPD PUMPS Each 1000

369 MS ERW PIPE,IS1239,”C”,40NB Running Metre 485

370 MS ERW PIPE,IS1239,”C”,50NB Running Metre 545

371 MS ERW PIPE,IS1239,”C”,50NB-WELDED PIPELINE Running Metre 970

371 MS FILL PIPE C CLASS 80 NB Running Metre 970Supplying and fixing all complete C Class MS fill pipe 80 mm dia. Other specs same as for item no:379

372 ANGLR CHECK VALVE-40 MM Each 1450

373 ANGLR CHECK VALVE-50 MM Each 1630

374 FILL CAP-40 MM Each 485

375 FILL CAP-50 MM Each 545

376 FILL CAP-80 MM Each 725

376 VENT HOOD-40NB Each 395

377 VENT HOOD MS TANK SPRING LOAD. Each 605

378 GRANITE SLAB-18MM BLACK Square Metres 3630

379 GRANITE TILE-10MM THICK Square Metres 1815

380 PIPELINE TRENCH: INT.300X400MM Running Metre1575

381 PIPELINE TRENCH:INT.450X400MM Running Metre 2000

Installation of DUAL pumps on pedestal including providing & fixing foundation bolt in PCC 1:2:4 & connecting suction pipe, electrical,earthing connections to the pump etc. complete.

Supply and fixing ISI marked angular check valve of Leader/ Sant/ Syall make. 50 NB

Fill cap, 40 mm : Supply and fixing MS fill cap with locking arrangement including Godrej 6 lever brass lock.

Fill cap, 50 mm : Supply and fixing MS fill cap with locking arrangement including Godrej 6 lever brass lock.

Vent hood : Supply and fixing 40mm dia vent hood (double sided with brass mesh) in vent pipe.

Fill cap, 80 mm : Supply and fixing Aluminium fill cap with locking arrangement including Godrej 6 lever brass lock.

Installation of MPD pumps on pedestal including providing & fixing foundation bolt in PCC 1:2:4 & connecting suction pipe, electrical,earthing connections to the pump etc. complete.

Supplying & Laying 40 mm NB Heavy-duty 'C' Class MS Steel ERW screwed pipeline Conforming to IS 1239 (part I) – latest edition tothe required slope & alignment with heavy duty MS fittings like elbows, tees etc. including doping pipe line with 3 coats of 'ShalimasticHD THIXOTROPIC of STP cold applied anti corrosive treatment after preparing the surface as per manufacturer specifications. Thejoints are to be made leak proof by using jointing materials like Litharge, Shellac, holdite. Pipes laid aboveground shall be painted withtwo coats of synthetic enamel over two coats of Zinc Chromate primer of approved quality and shade. The pipeline shall be tested at apressure of 5Kg / sqcm.

Same as Item no. 379 but for 50mm NB pipe.

Supply and fixing ISI marked angular check valve of Leader/ Sant/ Syall make. 40 NB

Supplying & Laying 50 mm NB Heavy-duty 'C' Class MS Steel ERW welded pipeline Conforming to IS 1239 (part I) – latest edition tothe required slope & alignment with heavy duty MS fittings like elbows, tees, sockets etc. including doping pipe line with 3 coats of'Shalimastic HD THIXOTROPIC of STP cold applied anti corrosive treatment after preparing the surface as per manufacturerspecifications. Pipes laid aboveground shall be painted with two coats of synthetic enamel over two coats of Zinc Chromate primer ofapproved quality and shade. The pipeline shall be tested at a pressure of 5Kg / sqcm. The minimum 2 run welding shall be in accordancewith IS 816 latest edition using ISI marked electrodes ( AWS A 5.1 / E6013) of approved make. The welding shall be continuous andsmooth, maintaining consistent proper thickness without any break or pinholes. The welding should be free from all defects. The weldingshould be thoroughly cleaned of all splatter, slag, rust, dirt & other foreign material by using wire brush, sand paper, chipping etc. beforepainting.

Vent hood for MS tank : Supply and fixing 40mm dia spring loaded vent hood for MS tanks calibrated at given pressure.

Providing and fixing not less than 18 mm thick pre polished water cut black granite slab for pump island top including providing 25mmthick bed cement mortar 1:5 (1 cement : 5 coarse sand) ,as per design and chamfered edges. Job includes a coat of floating cementslurry and finishing the joints with white cement mixed with matching colour pigment.

Providing and fixing 10 mm thick pre polished water cut black granite tiles for pump island dado including providing 12mm thick bedcement mortar 1:4 (1 cement : 4 coarse sand) , fixing the tiles with neat cement paste and finishing the joints with white cement mixedwith matching colour pigment.

Providing pipeline trench with internal size 300mm wide x400mm depth including excavation, 100mm thick PCC 1:4:8, 230mm thick brick masonry in 1:5 CM, 12mm thick plastering inside in 1:4 CM, filling trench with sweet river sand. Rate also includes PCC 1:1.5:3 bands150 mm thick for grouting edge angles, fixing 50x50x6 MS rolled angles on both edges in line and level, cover blocks, two coat syntheticenamel painting of angles over a single coat of red oxide primer, necessary MS/plywood(minimum 19 mm thick) shuttering/deshuttering,cleaning etc. complete. Additional 12 mm dia MS bars(200 mm in length) in L shape shall be welded on back of angles @ 200 mm c/c forgrouting purpose. The PCC band shall be provided with 3 nos. 8 mm dia tor reinforcement steel, curing etc. complete.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 37 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATEProviding pipeline trench with internal size 450mm wide x400mm depth including excavation, 100mm thick PCC 1:4:8, 230mm thick brick masonry in 1:5 CM, 12mm thick plastering inside in 1:4 CM, filling trench with sweet river sand. Rate also includes PCC bands 150 mmthick for grouting edge angles, fixing 65x65x6 MS rolled angles on both edges in line and level, cover blocks, two coat synthetic enamelpainting of angles over a single coat of red oxide primer, necessary MS or plywood(minimum 19 mm thick) shuttering/deshuttering,cleaning etc. complete. Additional 12 mm dia MS bars(200 mm in length) in L shape shall be welded on back of angles @ 200 mm c/c forgrouting purpose. The PCC band shall be provided with 3 nos. 10 mm dia tor reinforcement steel, curing etc. complete.

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE382 PRECAST RCC COVER: CLASS AAA Square Metres 2720

383 HIGHWAY DRAIN COVER: CLASS AAA Square Metres 5140

384 DISMANTLE PUMP ISLAND-1 M WIDE Running Metre 140

385 EXHUMING 9/11KL TANK Each 4000

386 EXHUMING 16/14 KL TANK Each 6050

387 EXHUMING 22 KL TANK Each 6655

388 EXHUMING 45KL TANK Each 9680

389 EXHUMING 70KL TANK Each 13310

390 DISMANTLE SINGLE STOREY BLDG. Square Metres 290

391 DISMANTLE DOUBLE STOREY BLDG. Square Metres460

392 DISMANTLE COMP. WALL > 1.2 M Running Metre 155

393 DISMANTLE COMP. WALL<= 1.2 M Running Metre 70

394SCRAPPING OF PLASTER Square metres

22

Breaking the following structures including disposa l of debris as directed :

395 BRICK MASONARY DISMANTLING Cubic Metres 140

396RUBBLE MASONARY DISMANTLING Cubic Metres

140

397CEMENT CONCRETE DISMANTLILNG Cubic Metres

170

398RCC WITHOUT DRILL Cubic Metres

395

399RCC WITH DRILL Cubic Metres

760

Providing and laying factory made pre-cast RCC (Concrete Grade – MINIMUM M35) covers with MS lifting lugs of Surabh / KK manholemake or equivalent meeting the specifications, having thickness 90 mm and size to cover the pipeline trench. The cover shall be suitablefor AAA class load (Minimum 35 MT rolling axle load) and shall have MS enclosure of minimum 2 mm thick allaround includingreinforcement suitable for load class. The clear opening span of trench shall not be more than 650 mm

Same as item no.392 but of size 1500 (Length) x 350 (Breadth) x 200 (thickness) mm to cover highway drain openings having clear spannot more than 1 m.

Dismantling of existing pump island 1m wide and carting away debris including removal of pump and disconnecting pipeline etc.complete.

Same as item no. 395 but exhuming under ground tanks of 45 KL capacity.

Same as item no. 395 but exhuming under ground tanks of 70 KL capacity.

Single storey building : dismantling of entire structure upto existing ground level, disposal of debris, stacking of steel reinforcement,doors, windows, AC sheets, electrical fittings, aluminium glazing, structural steel etc. Job includes disposal of debris to anunobjectionable place as directed . Plinth area shall be measured for payment.

Double storey building : Specs as item no. 400 but double storey

Dismantling of Compound / kerb wall of upto 1.2m height and any width. Rest specs as Item No. 400

Dismantling of Cement concrete : above plinth level only. For works below plinth excavation shall be paid separately.

Dismantling of RCC structure without pneumatic drill/Jack hammer : Above plinth level only. For masonary below plinth excavation shallbe paid separately.

Dismantling of brick masonary above plinth level only. For masonary below plinth excavation shall be paid separately.

Exhuming under ground tanks of 9KL /11KL capacity with all fittings from earth pit including disconnecting suction, fill, vent pipe ,opening man hole cover, excavation, dewatering if encountered, removing all sludge / oil and storing the same in drums. degassing oftank, stacking the tank as directed by Engg.-In-Charge etc. Complete inclusive back filling with available earth at site inclusivecompaction and watering. Back filling by imported earth / sand shall be paid seperately.

Same as item no. 395 but exhuming under ground tanks of 16KL /14KL capacity.

Same as item no. 395 but exhuming under ground tanks of 22 KL capacity.

Dismantling of rubble masonary above plinth level only. For masonary below plinth excavation shall be paid separately.

Dismantling of Compound wall of more than 1.2m height and any width. Rest specs as Item No. 400

Scrapping / chipping /breaking old plaster from walls and loose RCC work viz, beams, columns, slabs etc and disposing the debris to anunobjectionable area as directed by the HPCL engineer-in-charge. Rate to include scrapping the plaster with the help of chisel, mallet etcto reach upto the bare brick surface and disposing alongwith all labour t&p etc required for complete execution.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 39 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATEDismantling of RCC with pneumatic drill / Jack hammer : Above plinth level only. For masonary below plinth excavation shall be paidseparately.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 40 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE

400Tiles in flooring / Tiles on wall Square metres

28

401 Steel structure dismantling Kilograms 8

402Dismantling of paver tiles Square metres

45

403Roofing sheets Square metres

22

404False ceiling Square metres

35

405 EXCAVATION IN RCC Cubic Metres 575

406 EXCAVATION IN PCC Cubic Metres 435

TRANSPORTATION WORKS

Mini truck load upto 4MT

407 0-50kms Lump Sum 3510408 Beyond 50kms Kilometers 25409 Detention charges Days 630

Full Truck load -upto 10MT

410 0-50kms Lump Sum 6655411 Beyond 50kms Kilometers 42412 Detention charges Days 890

Trailor load upto-20MT

413 0-50kms Lump Sum 10050414 Beyond 50kms Kilometers 60415 Detention charges Days 1425

416 0-50kms Lump Sum 2175417 Beyond 50kms Kilometers 25

418 0-50kms Lump Sum 4475

Dismantling of all types of roofing sheets like AC, GI, TRAC, etc. Scope of job includes handing over of all 'J', 'L' hooks, nuts and bolts orother joineries in proper bags..Party to ensure joint measurement of the job to be dismantled, alongwith EIC, before start. Payment shallbe made basis the joint measurement, in absence of any joint measurement record HPCL EIC decision shall be final.

Dismantling of steel structures as directed by the engineer-in-charge. Scope of job includes cutting or unlocking of nuts and bolts asrequired for complete dismantling of the structure and handing over the entire structure in lengths and sizes as specified. Payment shallbe made basis the weight of the handed over materials. In case of canopy/hoarding dismantling it is mandatory to hand over all the nutsand bolts or other joineries in proper bags duly marked. Weighment is to be arranged by the party and witnessed by either the HPCL EICOR his designated representative. If the material is of meagre quantity, weighment to be done by spring balance at site, otherwise theweighment is to be arranged at the nearest waybridge. No payment shall be made for loading/unloading, stacking, transporation andwaybridge charges etc.

Loading / Unloading with countable stacking and transporting from one location to another, corporation supplied Engineering material ike CC paver blocks/ yard light poles/ signage/ steel plates etc of all sizes excluding tanks, DUs light fixtures. Rate includes all enroute taxes but excludes octroi, if any, on corporation material..

Excavation in RCC of any thickness by using pneumatic tools like Jack hammers, chisels or manually using hammers , chisels etc cuttingthe reinforcement steel and stacking the same .The job also includes disposing the dismantled RCC within/outside HPCL premises toany unobjectionable place all complete as directed by Engg.-In-Charge.

Excavation in PCC of any thickness by using pneumatic tools like Jack hammers, chisels or manually using hammers , chisels etc .Thejob also includes disposing the dismantled PCC within/outside HPCL premises to any unobjectionable place all complete as directed byEngg.-In-Charge.

Dismantling of ceramic tiles of any thickness. Scope of job includes cleaning the bed post dismantling to make it fully prepared for freshtiling/ flooring.

Transportation from one location to another, corporation supplied Mono pump / Dual pup / MPD / Air compressor / Light fixtures all other pumps etc in mini truck load upto 4MT (per trip load) . Rate includes all enroute taxes but excludes octroi if any on corporation material.

Dismantling of all types of ceilings except of bk work/CC, sheets like AC, TRAC, GYPSUM BOARD etc. Scope of job includes handingover of all 'J', 'L' hooks, nuts and bolts, suspendors or other joineries in proper bags. Party to ensure joint measurement of the job to bedismantled, alongwith EIC, before start. Payment shall be made basis the joint measurement, in absence of any joint measurementrecord HPCL EIC decision shall be final.

Dismantling of laid paver tiles as directed by the engineer-in-charge. Scope of job includes properly removing of paver blocks of anythickness, special care to be taken not to break the pavers and stacking them properly at a designated place within the premises asdirected. Party to ensure joint measurement of the area to be dismantled, alongwith EIC, before start. Payment shall be made basis thejoint measurement, in absence of any joint measurement record, HPCL EIC decision shall be final. .

Transportation from one location to another, corporation supplied Mono pump / Dual pup / MPD / Air compressor / Light fixtures all other pumps etc in truck load upto 10 MT (per trip load) . Rate includes all enroute taxes but excludes octroi if any on corporation material..

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 41 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE419 Beyond 50kms Kilometers 43

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 42 of 50

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PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE420 LOADING/UNLOADING OF MONO Dus Each 275

LOADING/UNLOADING OF MPD

421 Upto 1 No pump Each 2845422 Over & above 1 No. Each 230423 PVC PIPE 6",IS:4985, 6KG/SQCM Running Metre 395

424 DOME TYPE CI GRATING Each 300

425 INSTL COMPRESSOR INCL. AVM PAD Each 2000

426 INSTL 15 KVA DG SET Each 3025

427 INSTALL DG PANEL Each 1150

428 FIXING TYRE INFLATOR GAUGE Each 485Fixing tyre inflator gauge wall mounted model ELGI make with 5m hose including providing 50x50x6angle post.

429 15 NB GI PIPE: CLASS C,IS1239 Running Metre 180

430 20 NB GI PIPE: CLASS C,IS1239 Running Metre 240

431 S/F MS BALL VALVE 15MM DIA Each 575Supply and fixing MS ball valve 15mm dia.

432 S/F SILICA GEL TRAP Each 1510

433 BRASS CHECK VALVE-40MM Each 1635

434 BRASS CHECK VALVE-50MM Each 1755

435 PRECAST TRENCH:INT.300X500X350 Running Metre 2600

436 PRECAST RCC TRENCH COVER Each 545

437 SHEET PILING Square Metres 155

438 CANOPY-MS STRUCTURALS Metric Ton 70180

439 CANOPY -ROOFING/CEILING/GUTTER Square Metres2240

Providing and fixing 6" dia PVC pipes of 6 Kg/sqcm of Prince Make or equivalent make as per IS 4985 for rain water pipes including all fittings like bands , shoes etc., MS fabricated bracket as per requirement etc. All complete as directed by the Engg.-In-Charge.

Providing and fixing in position dome type rain water CI grating over PVC rain water pipes etc all complete.

Loading / Unloading in / from Mini truck / truck & stacking of MPD DU / All other compressor & pump with fittings above 3HP.

Installation of HPCL supplied compressor including fixing of AVM pad.

CHECK VALVE : Providing and fixing brass check valve of LEADER make on suction lines all complete .

Same as item no. 443 but for size 50 mm.

Supply and laying 20 mm dia GI pipe conforming to IS 1239 heavy duty for compressed air service including bends, elbow, nipples,clamping @ 1 m c/c and on every bend using GI clamps and screws on wall etc. all complete.

PRECAST TRENCH : Supply and fixing of factory made precast RCC trench of internal size 300 x 500 x 350 ( W X L X H) and overallwidth 600 mm and height 500 mm .The trench shall be of RCC M 35 grade with reinforcement of 8 mm dia @ 150 c/c both ways. The jobincludes excavation and preparation of PCC base 1:3:6 150 mm thick all complete. The trench shall have interlocking arrangement forcontinuous fixing. Make - Surabh

installation of 15 KVA DG set on AVM pads including shifting from storage yard to DG room, all cable connection, installation of fueltank, battery connection, etc. complete. Silencer pipe shall be paid separately.

Installation of DG panel including all cable connection.

Supply and laying 15 mm dia GI pipe conforming to IS 1239 heavy duty for compressed air service including bends, elbow, nipples,clamping @ 1 m c/c and on every bend using GI clamps and screws on wall etc. all complete.

SILICA GEL TRAP : Providing and fixing silica gel trap with virgin silica granules in 40 mm dia vent pipe all complete.

PRECAST TRENCH COVER : Supply and fixing of factory made precast trench cover of internal size 450 x450 x75 ( W X L X Thickness).The trench cover shall be of RCC M 35 grade with suitable reinforcement. Make - Surabh, KK OR equivalent meeting the requiredspecifications

SHEET PILING : Supply and providing sheet piling of adequate strength using structural steel and GI sheet ( minimum 18 gauge) toprevent excessive water seepage to tank area / foundation area required to carry civil/ mechanical jobs . Any higher thickness required forwithstanding hydrostatic/soil pressure shall be arranged by contractor at no extra cost. The sheet piling shall be removed by contractorafter completion of job.

MS STRUCTURALS Supply, fabrication & erection of all primary & secondary sections, nuts, bolts, painting, etc. all complete. - ReferSection (3.A.1 TO 3.A.8 ).

ROOFING, CEILING, GUTTER Supply, providing & installation of all Roofing, flashing, capping, trims, gutters, false ceiling etc. allcomplete.- Refer Sections 3.B.1 TO 3.B.3 & 3.B.5 of attached specifications. Sections 3.B.4 & 3.C.1 to be referred respectively fordowntake assembly and luminaires to be fixed with roofing/ceiling system. These items will be paid extra as per relevant items.

Loading / Unloading in / from Mini truck / truck & stacking of mono / Dual pump / Air compressor with fittings upto 3HP / all other pumps upto 3HP.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 43 of 50

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

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Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE440 CANOPY - ROOFING & GUTTER Square Metres 1030

441 CANOPY - FALSE CEILING Square Metres 1210

442 CANOPY - MS FASCIA Running Metre 1180

443 CANOPY-LUMINAIRE 150W ASYMTRC. Each 5325

CANOPY ROOFING & GUTTER Supply, providing & installation of all Roofing, flashing, capping, trims, gutters etc. all complete.- ReferSections 3.B.1 TO 3.B.3 of attached specifications. Section 3.B.4 to be referred for downtake assembly specifications to be fixed withroofing/gutter system - to be paid extra as per relevant item.

CANOPY FALSE CEILING Supply, providing & installation of False Ceiling System incl. carriers, suspension system etc. all complete.-Refer Section 3.B.5 of attached specifications. Section 3.C.1 to be referred for luminaires specifications to be fixed in ceiling system - tobe paid extra as per relevant items.

LUMINAIRES WITH LAMP Supply and installation of Philips make metal halide fixture Cat. MPF 921 150 suitable for asymmetric usewith 150 W MHN TD metal halide lamps, chokes, control gears etc. all complete. Approved Equivalent - Bajaj, Crompton. Job includessupplying & fixing of MCBs for proper electrification of all lights on canopy, etc. all complete - Refer Section (3.C.1).

MS FASCIA 800 MM WIDTH Supply fabrication & installation of 14 gauge MS fascia on canopy including painting etc. all complete. -Refer Special Provision Part -d.

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Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE444 CANOPY-LUMINAIRE 150W SYMTRC. Each 5745

445 CANOPY-LUMINAIRE 250W SYMTRC. Each 7500

446 CANOPY LUMINAIRE - CFL Each 5800

446 CANOPY- CABLING 3Cx2.5 ARM. CU Running Metre 200

447 CANOPY - PVC PIPE 6" Running Metre265

448 PERGOLA-MS STRUCTURALS Metric Ton 78650

449 HOARDING-MS STRUCTURALS Metric Ton 67760

LUMINAIRES WITH LAMP Supply and installation of Philips make metal halide fixture Cat. MPF 922 150 suitable for symmetric use with150 W MHN TD metal halide lamps, chokes, control gears etc. all complete. Approved Equivalent - Bajaj, Crompton. Job includessupplying & fixing of MCBs for proper electrification of all lights on canopy, etc. all complete - Refer Section (3.C.1).

Same as Item no. 454 but for and with HPI T 250 W metal halide lamp. Approved Make Philips Cat. MPF 923/250 and Equivalent - Bajaj,Crompton

Supply & fixing of approved colour/make/model CFL light fixtures in canopy false ceiling in existing cut or after cutting neatly the false ceiling. The fitting will be hanged from the canopy framing using sturdy GI wires. Rate to be inclusive of terminations and making operational etc. complete. Canopy luminaire suitable for 3X36W CFL consisting of Electronic ballast having total Harmonic distortion less than 10%,having IP 65 protection from bottom, re-lamping through hingeable front cover and with 3 nos 36 W CFL lamps. Specification• Epoxy white powder coated CRCA sheet steel housing• Electrochemically brightened, polished and anodised aluminium reflector• Control gear and new generation accessories with < 10 % THD electronic ballasts mounted on removable gear tray and pre-wired up to terminal block• Clear Toughened glass is sealed with bottom frame & specially developed non-hygroscopic gasket to ensure foolproof dust/ particle protection. Maintenance from front side• Re-lamping through hingeable front cover• Hardware S.S• Degree of Protection: IP65 (from Bottom). Approved make: Bajaj, Cat Ref: BPRF 336 C LHD TG. Approved equivalent: Philips/Crompton

Supply, fabrication, erection and painting of MS hoarding structure fabricated out of MS Plates/ ISMB/ ISMC/ SHS/ Angles and other rolledstructures (Make - Tata, SAIL, Vizag, Jindal, Essar as applicable)conforming to relevant BIS codes as per approved drawings. Rate alsoincludes necessary welding in accordance with IS 816 using ISI (Bureau of Indian Standards) marked electrodes (AWS A 5.1/ E6013),nuts and bolts (Make GKW or TVS) of grade 8.8 for main structural connections and of grade 4.6 for minor connections, foundation boltsconforming IS 2062 : 1999 latest edition, grouting etc. complete. The scope also includes preparation of detailed fabrication drawingincluding all joints and joineries basis architectural drawing provided by HPCL and submission for HPCL approval. Fabrication will bedone basis such approved drawing only. Cut sections shall be machined/ground smooth and shall strictly conform to drawingdimensions. Hot work shall not be permitted at site and the structure shall be fabricated/shop assembled in contractor's yard beforebringing to the site. The fabrication drawing shall have structural elements identified and numbered for replication during actual work..

CABLING 3C X 2.5SQMM Supply & laying PVC armoured copper cable along with glands with proper termination etc. all complete.Number of circuits to be approved by Engg.-In-Charge. - Refer Special Provision Part-B.

PVC PIPE 6" DIA Supply, Providing & installation including bends, tees, elbows etc. all complete.- Refer Section (3.B.4).

Supply, fabrication, erection and painting of Pergola structure fabricated out of MS Plates conforming to IS 2062 : 1999 latest edition Gr.A/B. Rate also includes necessary MS rolled structures, welding in accordance with IS 816 using ISI (Bureau of Indian Standards) marked electrodes (AWS A 5.1/ E6013), nuts and bolts (Make GKW or TVS) of grade 8.8 for main structural connections and of grade 4.6 forminor connections, foundation bolts conforming IS 2062 : 1999 latest edition, grouting etc. complete. The scope also includespreparation of detailed fabrication drawing including all joints and joineries basis architectural drawing provided by HPCL and submissionfor HPCL approval. Fabrication will be done basis such approved drawing only. Cut sections shall be machined/ground smooth and shallstrictly conform to drawing dimensions. Hot work shall not be permitted at site and the structure shall be fabricated/shop assembled incontractor's yard before bringing to the site. The fabrication drawing shall have structural elements identified and numbered forreplication during actual work..

Structurals shall be painted after brush cleaning all rusts, scales, splatters etc. Approved Paint System - First Coat in Shop: Epoxy ZincPhosphate primer - 30 micron (Epilux 13HB make Berger or equivalent); Second Coat at site before erection: Epoxy Zinc Phosphateprimer - 30 micron (Epilux 13HB make Berger or equivalent); Third Coat after erection and touchup: Synthetic enamel paint - 30 micron(Torpedo Synthetic enamel –make Berger or Equivalent make ) Final Coat of Approved Colour: synthetic enamel paint - 30 micron(Torpedo Synthetic enamel –make Berger or Equivalent make ). Total thickness (DFT) of painting - 120 micron. The contractor shallprovide Elcometer and all assistance for checking DFT at different stages by HPCL and records will be maintained. Necessaryrectifications as advised shall be done by the contractor without extra cost. Only theoretical weights of MS plates/ rolled sections/foundation bolts shall be taken for payment purpose with exclusion of nuts, bolts, welding etc.

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SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE

450 HOARDING-MS SHEET Metric Ton 75020

(B) DRIVEWAY WORKS

451 EXCAVATION IN EARTH<=3M Cubic Metres 130

452 EXCAVATION- HARD ROCK/PCC/RCC Cubic Metres 460

453 SAND FILLING - LAYERS<150MM Cubic Metres 555

454 EARTH FILLING - LAYERS< 200MM Cubic Metres 150

455 MURRUM FILLING - LAYERS<150MM Cubic Metres 485

456 GRANULAR SUBBASE -LAYERS<150MM Cubic Metres 460

1. For canopy jobs refer to attached canopy technic al specifications. 2. FOUNDATION & FOOTING : Payments will be made separately fo r excavation , PCC, RCC , reinforcement steel , anti-termitetreatment ,filling etc. as per the construction design and d rawing and actual measurement at site as approved by Engg.-I n-Charge. The rates applicable shall be the civil rates as ment ioned in this schedule. The RCC for canopy/ Pergola/ Hoardin gfoundation shall have exposed RCC finish i.e. no plastering shall be done on finished surface of RCC except in case whenwritten permission has been granted by Engg.-In-Cha rge, at no extra cost.

3. For all steel structuals job including canopy/ Pergola/ H oardings, manhole covers, trenches etc. all the rolled sect ions as wellas the MS plates used shall be of first quality and should be fa ctory fresh. Under no circumstances the steel used shall be o fscrap, second quality, rusted, pitted, of second use etc. Th e corners, edges, cutting, welding etc. shall be properly cl eaned andgrinded so that there are no sharp edges, corners, cut marks, weld splatter etc. in finish material.

EXCAVATION : Earth work in excavation in all kind of soil including soft rock, WBM, Brick soling, asphalt carpet but excluding hard rock,PCC and RCC, upto a depth of 1 m from the existing ground level. The job includes soring, shuttering, bailing out rain water / sub soilwater manually or by using appropriate capacity dewatering pump, ramming / rolling the bottom before laying any subbase, spreading,watering and compacting the excavated earth as directed by Engg.-In-Charge,

Structurals shall be painted after brush cleaning all rusts, scales, splatters etc. Approved Paint System - First Coat in Shop: Epoxy ZincPhosphate primer - 30 micron (Epilux 13HB make Berger or equivalent); Second Coat at site before erection: Epoxy Zinc Phosphateprimer - 30 micron (Epilux 13HB make Berger or equivalent); Third Coat after erection and touchup: Synthetic enamel paint - 30 micron(Torpedo Synthetic enamel –make Berger or Equivalent make ) Final Coat of Approved Colour: synthetic enamel paint - 30 micron(Torpedo Synthetic enamel –make Berger or Equivalent make ). Total thickness (DFT) of painting - 120 micron. The contractor shallprovide Elcometer and all assistance for checking DFT at different stages by HPCL and records will be maintained. Necessaryrectifications as advised shall be done by the contractor without extra cost. Only theoretical weights of MS plates/ rolled sections/foundation bolts shall be taken for payment purpose with exclusion of nuts, bolts, welding etc. Luminares and electricals will be done andpaid separately as per relevant items.

Same as item no.459 but for supply, fabrication and fixing including tack welding fresh and warp/defect free MS sheets of approved gauge and Make - Tata, SAIL, Vizag, Jindal or Essar. Fabrication and arrangement drawing of sheet pieces showing dimensions of individualpieces shall be developed by the contarctor without extra cost and submitted to HPCL for approval. The work shall be carried out strictlyas per such approved drawing. Discretion of HPCL Engg.-in-Charge shall be final and binding on the contractor regarding dimensions ofthe MS sheet pieces to be used. The rate also includes painting the MS sheets on front with two coats of red oxide primer after cleaningwith wire brush, sand paper and cloth. Backside of the sheets will be painted same as per specifications for Hoarding MS structurals(Item No. 400). Only theoretical weights of MS sheets shall be taken for payment purpose with exclusion of nuts, bolts, welding etc.

MURRUM FILLING : Supplying and filling imported murrum of approved quality in layers not exceeding compacted thickness of 150 mminclusive spreading, Watering ,ramming, compacting, rolling, and re-rolling with 8-10 Ton power roller / mechanical compactors toachieve maximum compactness, all complete as per direction of Engg.-In-Charge. The murrum should be excavated from a quarry /mines, free from weeds, grass and other objectionable debris. Measurement basis compacted thickness only.

Supplying, laying and filling granular sub-base with sand gravel mix in the proportion of 1:1 for a compacted thickness of 300mm in layersof 150mm thick using approved quality gravel / stone aggregate and sand including watering, compacting with 8-10Ton roller to achievemaximum compactness. Measurement basis compacted thickness only.

Disposal of surplus earth within / outside HPCL premises to any unobjectionable place all complete as per direction of Engg.-In-Charge.

EXCAVATION IN HARD ROCK / PCC / RCC Description same as item no.461 except the soil will be hard rock/ CC and the excavationshould be carried out by pneumatic tools like jack hammer, chisels, or by blasting by using all safety precautions.

SAND FILLING Supply and filling with clean silver / river sand of approved quality in layers of 150 mm each including spreading,compacting by 8-10 Ton power roller and watering etc, all complete as per direction of Engg.-In-Charge. Measurement basis compactedthickness only.

EARTH FILLING : Supplying and filling imported earth of approved quality in layers not exceeding compacted thickness of 200mm incl.Watering ,ramming, compacting, rolling, and re-rolling with 8-10 Ton power roller / mechanical compactors to achieve maximumcompactness, all complete as per direction of Engg.-In-Charge. The earth should be free from weeds, grass and other objectionabledebris. Black Cotton soil shouldn't be used. Measurement basis compacted thickness only.

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PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE

457 PCC WORK-1:1.5:3 Cubic Metres 4345

458 PCC WORK-1:2:4 Cubic Metres 3820

459 PCC WORK-1:3:6 Cubic Metres 3100

460 PCC WORK-1:4:8 Cubic Metres 2850

461 PCC WORK-1:5:10 Cubic Metres 2500

462 RUBBLE SOLING – 230 MM Square Metres 170

463 RUBBLE SOLING – 150 MM Square Metres 130

464 WBM FIRST LAYER 100 MM Square Metres 120

465 WBM SECOND LAYER 75 MM Square Metres 105

466 WBM THIRD LAYER 75 MM Square Metres 105

467 BITUMINOUS MACADAM 75mm 60/70 Square Metres 485

458 BITUMINOUS MACADAM 75mm 80/100 Square Metres 520

PCC WORK : Providing and laying PCC using graded stone aggregate of using 20 mm and down size graded stone aggregates. The jobincludes machine mixing, providing formwork, MS/ plywood (minimum 19 mm thick) shuttering if directed by Engg.-In-Charge, placing,compacting by hand ramming , curing for a period of 14 days etc, all complete as per direction of Engg.-In-Charge. Removing ofshuttering to be done carefully without such shock and vibration as to damage the PCC work.

Same as Item No.467 but for PCC 1:2:4 using 20 mm and down size graded stone aggregates

Note: For all cutting/excavation and filling jobs, it will be the responsibility and duty of the contractor to take joint initial levels with Engg.-In-Charge in all cases before commencing the work. The joint levels should be certified by the contractor as well as HPCL Engg.-In-Charge. The payments will be made basis the initial levels and final levels taken jointly and certified. The payment for all cutting /excavation will be made at the lower rate applicable for 0 to 3 m and the higher rate will be paid only for the portion beyond 3 m depth. Ifthe contractor fails to take jointly certified levels, the levels as taken by HPCL Engg.-In-Charge shall be treated as final and all paymentswill be released basis the levels so taken by the HPCL Engg.-In-Charge.

WATER BOUND MACADAM (WBM) Providing and laying WBM in layers of 100 mm compacted thickness each using well graded stoneaggregates of 40 mm to 63 mm size of approved quality. Rate includes spreading metals, hand packing, filling the interstices with spalls,chips, and approved quality MURRUM/STONE DUST as binder and rolling each layer with 10 Ton power roller with simultaneouswatering till the metal is bound by the water binder paste to achieve maximum compaction, finishing the surface to proper grade andlevel. First Layer 100 mm thick using 100 to 50mm size stone aggregate.

Rate also to include carrying out the following tests on aggregates and test result to be submitted to Engg.-In-Charge before use andshall meet the following strength requirements. LA Abrasion value = 40%, Flakiness index = 15%.

Second Layer 75 mm thick using 63 to 40mm size stone aggregate

Third layer of 75mm thick using 53 to 22.2 mm size stone aggregate.

BITUMINOUS MACADAM 75mm THICK USING 60/70 GRADE BITUMEN: Providing and laying premix bituminous macadam basecourse with good quality stone aggregate mix as follow 20mm = 30%, 12mm=35%,6mm=15% coarse sand 15 % and bitumen 60/70grade 6% by weight .The aggregate shall be of quality size and grading as specified and bitumen shall be straight run bitumen of grade60/70 @ 6 % by weight of total mix . The job includes hot mixing by using mini hot mix plant , transporting mix material and laying thesame to the required level & grade, rolling with power roller of 8 to 10 Ton capacity to achieve required compaction and density allmaterial , labour etc. complete. The macadam course shall be laid in two layers of around equal thickness, each layer shall berolled and compacted. Tack coat shall be applied between the two layers@ 9.8 kg per 10 sqm.

BITUMINOUS MACADAM 75 mm THICK USING 80/100 GRADE BITUMEN: Providing and laying base course with bituminous macadamof compacted thickness 75 mm using 20 to 50 mm size graded approved quality stone aggregates, using bitumen grade 80/100 at 5% byweight of mix including hot mixing of aggregates and mixing of aggregates and bitumen in hot mix plant, transporting and laying mixedmaterial with paved finisher to proper camber and gradient , rolling the surface with road roller of 8-10 Ton capacity to achieve requiredcompaction all including applying a priming coat with bitumen grade 80/100 @ 1kg/sqm over the already laid water bound macadamsurface, all complete as specified. Job including cleaning the bottom surface on which the asphalt have to laid. Providing tack coat using80/100 asphalt @ 9.8 kg./10 SQM. area prior to laying asphalt carpet. ( Hot molten asphalt to be mixed with aggregates ( 66% of 12 to 20mm size and 34% of 6 to 12 mm size graded crushed stone aggregates) @ 56 Kg./CUM of aggregates). BROKEN SAND STONE SHALLNOT BE USED AS AGGREGATES.

The macadam course shall be laid in two layers of around equal thickness, each layer shall be rolled and compacted. Tack coatshall be applied between the two layers@ 9.8 kg per 10 sqm.

Same as Item No.467 but for PCC 1:3:6 using 20 mm and down size graded stone aggregates

Same as item no. 472 but for 150mm thick

Same as Item No.467 but for PCC 1:4:8 using 40 mm and down size graded stone aggregates

Same as Item No.467 but for PCC 1:5:10 using 40 mm and down size graded stone aggregates

Providing rubble soling including surface dressing, making required slope, soking the rubbles before laying, packing the gaps usingsmall size rubble / stone / murrum, and hand ramming / using mechanical roller / compactor as per site requirement all complete.

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PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE469 SEMI DENSE BITUMIN. CONCR.25mm Square Metres 240

470 SEMI DENSE BITUMIN. CONCR.40mm Square Metres 395

471 MASTIC WEARING COARSE 25MM Square Metres 545

472 RCC D/W1:1.5:3 VACUUM DEWATER. Cubic Metres 5360

473 RCC D/W READYMIX M20 Cubic Metres 5565

474 D/W1:1.5:3WITHOUT VACU. DEWAT. Cubic Metres 4685

475 REINFORCEMENT STEEL IS1786 Metric Ton 60500

Providing and laying 200mm thick RCC driveway with 1:1.5:3 nominal mix using 20mm and down size crushed stone aggregates inpanels using MS channel shuttering, machine mixing, vibrating with screed board vibrator, laid in blocks size as directed by Engg.-In-Charge, cutting the joints by diamond blade saw and filling gaps with hardening compound, pond curing for 14 days, vacuum dewatering,finished with power trowelling. Concreting shall be carried out as per IS 456:2000 Latest Edition. The layout plan of proposed RCCdriveway shall be divided into suitable panels of size as directed by Engg.-In-Charge and complete plan for panelwisecasting/grooving/cutting shall be submitted to Engg.-In-Charge for his approval. Concreting shall not commence without such approval.

SEMI DENSE BITUMINOUS CONCRETE (25 mm Thick) : Providing and laying 25 mm thick semi dense bituminous concrete onprepared surface with good quality graded stone aggregate as per following requirement -Material 5euired per 100 Square meterCrushed stone aggregate of 13.2 mm size = 1.0 CUM , 11.2 mm size -1.6 CUM , Fine aggregate 6 mm size - 1.1 CUM Bitumen 60/70grade including tack coat = 330 Kg .The job includes hot mixing of aggregate and bitumen by using hot mix plant transportation mixedmaterial and laying the same , rolling with 8 to 10 Ton power roller to uniform consolidated compacted thickness of 25 mm over a tackcoat of 2.0 Kg per 10 Square meter to achieve the required level and grade all material, labour etc complete.

MASTIC WEARING COARSE (25 mm Thick): Providing and laying 25 mm thick mastic wearing coarse using stone aggregates as perfollowing specs- Coarse aggregated to be used 35% of total mix , Balance shall be coarse sand and filler material, Lime stone powderand industrial bitumen of grade85/25 confirming to IS 702 prepared by using Mastic cooker and laid to required level and slope includingproviding anti skid surface with bitumen precoated fine grain chipping of 9.5 mm to 13.2 mm size at the rate of 0.005 CUM per 10 squaremeter of approx. spacing of 10 cm center to center in both directions , pressed into surface protruding 1mm to 4 mm over mastic surfaceincluding cleaning the surface removal of debris etc. material and labour complete. NOTE : Lime stone powder shall have minimumcalcium carbonate content of 80 %.

Supply ,fabrication, hoisting and placing in position HYSD reinforcement bars conforming to IS1786 -Latest Edition Grade FE 415 /TMTbars of same grade as per detailed drawing and specifications including cutting, bending, cranking and tying with 18 SWG blackannealed binding wire complete. The rates shall be applicable for all heights and depths. Payment shall be made as per reinforcementdrawings and with theoretical weights only including all authorised laps, chairs, spacers and hooks.

Rate shall also include providing approved quality minimum 20micron thick polythene paper below the driveway, hardener as permanufacturer's recommendation for heavy traffic driveway adding plasticiser as per manufacturer recommendation, of Roffe / CICOequivalent approved make. Job also includes constructing horizontal and longitudinal vatas with 1:10 CM for curing, leveling depressionsif any in the base with 20mm stone aggregates and coarse sand.Proper slope to be provided in driveway for easy draining of rain water. Reduced level of the driveway area to be taken jointly witharchitect before commencement of concreting and after concreting and the thickness of RCC to be checked. Testing of cube,reinforcement steel, stone aggregates, sand, cement etc. to be carried out by contractor at no extra cost. Tubing, ducting, trenching andother necessary embedded items in concrete shall be checked with architect / HPCL representative before concreting.

Same as above item no. 482 but without, providing hardener at top, mixing plasticizer, vacuum dewatering and power trowelling with1:1.5:3 nominal mix.

SEMI DENSE BITUMINOUS CONCRETE (40 mm Thick) : Providing and laying 40 mm thick semi dense bituminous concrete onprepared surface with good quality graded stone aggregate as per following requirement: Material per 100 Square meter Area - Crushedstone aggregate of 13.2 mm size = 1.60 CUM; 11.2 mm size -2.56 CUM; Fine aggregate 6 mm size - 1.76 CUM; Bitumen 60/70 gradeincluding tack coat = 525 Kg .The job includes hot mixing of aggregate and bitumen by using hot mix plant transportation mixed materialand laying the same , rolling with 8 to 10 Ton power roller to uniform consolidated compacted thickness of 40 mm over a tack coat of 2.0Kg per 10 Square meter to achieve the required level and grade all material , labour etc complete .

Same as above item no.482 but using M20 grade ready mix

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PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE476 THERMOPLASTIC ROAD MARKING Square Metres 530

477 RAISED PAVEMENT MARKERS Each 540

478 LINEAR DELINEATION SHEETING Each 4355

479 MASTERTOP 1332 Square Metres3450

480 PREMIX CARPET-50 MM Square Metres 330

481 PREMIX CARPET-100 MM Square Metres 575

482 SEAL COAT 12 MM Square Metres 120

483 RELAYING OF PAVERS Square Metres 70

Supplying and applying Berger make Sigmark thermoplastic road marking paint as per MORTH specifications 803.4. The work shall becarried out strictly in line with maufacturer's procedures and using specified materials, tools, heating device/apparatus and machineryetc. all complete. The briefs of materials are as following:(i) Hot Melt Thermoplatic Road Marking Compound: 5 kg/sqm(ii) Glass Beads: 250 gm /sqm

The drying time should be within 5 minutes and dry coat thickness to be 2.5 mm.Rate shall be inclusive of all material, labour, tools & tackles, power, heating apparatus etc. all complete. Work shall be carried outensuring safety at outlet and as per approved drawing and plan.

Providing and fixing 3M make adhesive type heavy duty high performance raised pavement markers with shanks (Glow Stubs) made ofEngineering Polymer in size 101x89mm with height 20mm having retroreflective element on both sides and to be fixed on cementconcrete rigid pavement with adhesive/shanks as recommended by manufacturer and interspacing as per Engg.-in-Charge approval.Rate includes necessary before/after cleaning, tools and tackles etc. all complete

100mm thick carpet : Specification same as above item no. 490 but two layers of 50mm thick each.

Providing and laying seal coat of 12 mm thick with 6.3 mm down coarse aggregate. Quantity of bitumen used should be 19.6 Kg per 10square meter of seal coat . The job includes compaction by 8 to 10 Ton power roller to proper camber and slope all complete as perdirection of Engg.-In-Charge. Finishing should be done by applying a layer of sand in order to fill up the voids.

Laying of HPCL supplied pavers in line and level , as per attached specifications. The job includes supplying and laying sand bedding, compacting using plate vibrator, all material and labour complete. Pavers will be laid at 45 degree to road line in 1 red and 2 grey arrangement. Plan of laying will be developed by the contractor and prior approval of EIC will be taken before commencement of laying..

Supplying, painting/laying Degussa make Polyurethane based multi – component decking system for heavy abraison areas includingmaterial, machinery, tools and tackles, power etc. all complete following manufacturer specified procedures. The brief of constituentlayers/coats are as following, the last being the topmost layer: Mastertop 1332MTOP 1200 plus primer @ 0.3 kg / sqm; Mastertop SRA No. 3 sand scatter @ 0.6 kg/sqm; Mastertop Membrane 23 @ 0.5 kg/sqm;Mastertop SRA No. 3 sand scatter @ 1 kg/sqm and TWO COATS of Mastertop TC 458 of colour French/HP blue (Colour Code BS 166)@ 0.4 kg / sqm each coat i.e. total 0.8kg/sqm. Each layer will be given generally one day set period as per manufacturer's specifications.Traffic will not be allowed in the area from very first layer application till setting of top coat. It shall be vendor's responsibility to ensure that proper application for each layer is done with sufficient time. In case the vendor fails in ensuring proper application and setting time,rectifications shall be done without extra cost as per manufacturer specified procedures and as agreed by Engg.-in-Charge in writing.

Providing and laying premix carpet 50 mm thick ( Consolidated) with coarse aggregate of nominal size 12.5 mm ( two part ) and 10 mm (one part) . Quantity of bitumen (80/100 grade) used should be 36.5 Kg per 10 sqm for premix and 7.5 kg per 10 sqm for tack coat.Surface preparation by cleaning with wire brush, removing the dust etc before applying tack coat. The job includes compaction by 8 to 10Ton roller to proper camber and slope all complete as per direction of Engg.-In-Charge.

Providing and fixing 3M make Linear Delineation Sheeting (LDS) comprising of panels of size 4" wide and 33" length in yellow colour. Thepanel is to be constructed of cube corner Retro Reflective Material bonded to Aluminium substrate with memmed lateral edges. Thepanel assembly shall have a repeating raised lateral ridge every 2.25 inch, 0.34 inch in height. The typical retro reflective values at 88.5degree entrance angle / 0.2 degree observation angle to be 270, 162, 11080 (candelas/ meter square / lux) of yellow colour.

The fitting will be done on brick masonry/concrete walls as per manufacturer specified procedures and approved nails/fixtures in line andlevel as per advice of Engg.-in-Charge (EIC). Powder coated MS angle edge protection shall be provided to make it theft resistant.Measurement and payment shall for per no. of 33inch long and 4" wide LDS provided as per EIC advice.

The vendor shall furnish 5 years repalcement guarantee on Rs.100/- stamp paper against defects, damage under vehicular traffic, wearand tear etc. from the completion date. HPCL descrition shall be final and binding on the vendor.

NOTE : All the asphalting jobs shall be started only after sta cking bitumen at the site as per theoretical calculationconsidering the area. The total job including seal coat to be carried out in one go. In case of any delay in laying the seal co atafter laying the premix carpet, additional tack coa t @ 5.0 Kg per 10 sqm to be laid without any extra payment.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 49 of 50

Page 50: SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH PROVINCES OF J&K Effective ...tenders.hpcl.co.in/tenders/tender_prog/TenderFiles/1771... ·  · 2009-06-17SCHEDULE OF

SCHEDULE OF RATES-NORTH ZONE VALID FOR KASHMIR AND LADDHAKH

PROVINCES OF J&K

Effective Date: 24/07/2008

SL. NO.DESCRIPTION UNIT RATE484 S/L DRIVEWAY PAVERS-80MM (M50 AS PER IS15858,2006) Square Metres

650

485 S/L DRIVEWAY PAVERS-80MM (M40 AS PER IS15858,2006) Square Metres605

485 S/L GRASS PAVERS M-40 Square Metres575

486 S/L PEDESTRIAN PAVERS MIX M-35 Square Metres 495

Specifications same as item no. 494 but for grass pavers. Grass pavers shall be of 80 mm thickness and shape corner-cut square madeout of 500x500 mm size with all the four corners cut in quarter size circles of 125 mm radius. Four nos. of such pieces laid in symmetrical square pattern will give total opening area of 0.196 sqm. The circular openings so formed shall be planted with grass. Supply and layingof grass is not included in the scope but filling of these openings with same sand fully compacted and vibrated is included in the scope.

Specifications same as item no. 494 but for 60 mm thick pavers blocks of M 35 grade as per IS-15658 ; 2006, in 1 red and 2 greycombination for walkways and light load areas as advised by EIC .

Supply and laying of 80mm thick grey / coloured pavers in line and level and approved pattern and shape, as per attached specifications.The job includes supplying and laying sand bedding, compacting using plate vibrator, all material and labour complete. Pavers will be laidat 45 degree to road line in 1 red and 2 grey arrangement. Plan of laying will be developed by the contractor and prior approval of EIC willbe taken before commencement of laying. The pavers supplied should of M50 type and should conform to IS:15658:2006. The party shallhave to produce manufacturer's certification on the paver qualifying criteria stated in IS-15658, before the pavers are sited. HPCLreserves the right to do random sampling and testing as per IS-15658:2006 to assess manufacturer's certification on qualifying normsspecified in the attached specification. The testing charges, if samples qualify, shall be borne by HPCL, else shall be borne by the party.

Supply and laying of 80mm thick grey / coloured pavers in line and level and approved pattern and shape, as per attached specifications.The job includes supplying and laying sand bedding, compacting using plate vibrator, all material and labour complete. Pavers will be laidat 45 degree to road line in 1 red and 2 grey arrangement. Plan of laying will be developed by the contractor and prior approval of EIC willbe taken before commencement of laying. The pavers supplied should of M40 type and should conform to IS:15658:2006. The party shallhave to produce manufacturer's certification on the paver qualifying criteria stated in IS-15658, before the pavers are sited. HPCLreserves the right to do random sampling and testing as per IS-15658:2006 to assess manufacturer's certification on qualifying normsspecified in the attached specification. The testing charges, if samples qualify, shall be borne by HPCL, else shall be borne by the party.

Vendor's Seal & Signature Eff. Date:15-09-06::Rates valid for 2006-07 Page 50 of 50


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