volume - iv bill of quantities - MPAKVN

Development of Smart Industrial Park including operation & maintenance during Defect Liability Period for (5 yrs), near

NATRIP, Pithampur District Dhar (M.P.).

VOLUME - IV

BILL OF QUANTITIES

(PART 1 TO PART 5)

PRICE SCHEDULE VOLUME – IV ‐ BOQ

PRICE SCHEDULE

Payment Breakup Schedule

1. As mentioned in the bid documents, project component such as STP, sump well, OHT

and building works being a lump sum type turnkey basis, the provision of measurement

for these items of work will be applicable only for the assessment of quantum of work

done inclusion in any interim certificate for part payment to the contractor. 2. Each item has been divided into broad components. The Engineer shall assess the value

of each component as indicated in paragraph 5 herein below. 3. Percentages are indicated against each component of each item of civil works, based on

the best appreciation of the value of the component as related to the total costs of the

concerned item as whole.

4. If the percentage breakup as indicated in the Schedule is any different from the bidder’s

scheme and design then he should take this into account while quoting his lump sum

prices of items and indicate any additional item which he considers necessary but

cannot be covered by any of the heads indicated in the breakup. 5. The contractor shall, after approval of his detailed designs and drawings, furnish to the

Engineer an initial bill of quantities of all major items referred to as BPQPW (Bill of

principal quantities of permanent works), to be reviewed and updated periodically with

the Engineer. This bill of quantity will be used for assessment of progress of the

component at any stage, by measurement jointly taken by the Engineer and the

Contractor, mutually agreed and entered in the measurement books in the form and by

the method approved by the Engineer, and signed jointly by the parties. 6. Disputes on interim payments shall be collectively resolved by the Contractor, Engineer

and Consultant; however Engineer’s decision is final. 7. Method of measurement in this section overrides all other method of measurement for

civil works that may be given in other volume.

8. For intern payment purpose this schedule will be read in conjunction with price

schedule of respective items of work. MPAKVN, INDORE 1

2

FINANCIAL BID (To Be Contained in Envelope‐C)

NAME OF WORK: Development of Smart Industrial Park, near NATRIP, Pithampur District Dhar (M.P.).,

I/We hereby bid for the execution of the above work within the time specified at the

rate (in figures) _______ (in words) _______________________ percent below/ above or at par

based on the Bill of Quantities and item wise rates given therein in all respects and in accordance

with the specifications, designs, drawings and instructions in writing in all respects in accordance

with such conditions so far as applicable. I/We have visited the site of work and am/ are fully aware

of all the difficulties and conditions likely to affect carrying out the work. I/We have fully acquainted

myself/ourselves about the conditions in regard to accessibility of site and quarries/kilns, nature and

the extent of ground, working conditions including stacking of materials, installation of tools and

plant conditions effecting accommodation and movement of labour etc. required for the satisfactory

execution of contract.

Should this bid be accepted, I/We hereby agree to abide by and fulfill all the terms and

provisions of the said conditions of contract annexed hereto so far as applicable, or in default thereof

to forfeit and pay to the Governor of Madhya Pradesh or his successors in office the sums of money

mentioned in the said conditions. Note: i. Only one rate of percentage above or below or at par based on the Bill of Quantities and item

wise rates given therein shall be quoted. ii. Percentage shall be quoted in figures as well as in words. If any difference in figures and words

is found lower of the two shall be taken as valid and correct rate. If the bidder is not ready to accept such valid and correct rate and declines to furnish performance security and sign the agreement his earnest money deposit shall be forfeited.

iii. In case the percentage "above" or "below" is not given by a bidder, his bid shall be treated as

non‐responsive. iv. All duties, taxes, and other levies payable by the bidder shall be included in the percentage

quoted by the bidder. Signature of Bidder Name of Bidder

TheabovebidisherebyacceptedbymeonbehalfoftheGovernorofMadhyaPradeshdatedthe_________dayof__________2016_____________

Signature of Officer by whom accepted

ROAD, BRIDGE CULVERTS, BOUNDARY WALL, DRAIN ETC VOLUME - IV - BOQ - PART - 1

It. Code Particulars Unit Quantity Rate

Development of Smart Industrial Park including Operation and Maintenance, Pithampur

1

Cutting of Trees, including Cutting of Trunks, Branches and Removal Cutting oftrees, including cutting of trunks, branches and removal of stumps, roots,stacking of serviceable material with all lifts and up to a lead of 1000 mtrs andg pearth filling in the depression/pit..

Girth from 300 mm to 600 mm each 75.00 214.00

2

Removal of Telephone / Electric Poles and LinesRemoval of telephone / Electric poles including excavation and dismantling offoundation concrete and lines under the supervision of concerned department,disposal with all lifts and up to a lead of 1000 metres and stacking theserviceable and unserviceable material separately.

each 15.00 145.00

Dismantling of Structures

3

gDismantling of existing structures like culverts, bridges, retaining walls and otherstructure comprising of masonry, cement concrete, wood work, steel work,including T&P and scaffolding wherever necessary, sorting the dismantledmaterial, disposal of unserviceable material and stacking the serviceablematerial with all lifts and lead of 1000 metres.

3.1 Dismantling Stone Masonry3.1.1 Rubble stone masonry in cement mortar Cum 70.00 265.00

4Removing all type of hume pipes and stacking within a lead of 1000 metresincluding earthwork and dismantling of masonry works.

4.1 Above 900 mm meter 90.00 347.00

5

Clearing and Grubbing Road LandClearing and grubbing road land including uprooting rank vegetation, grass,bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps oftrees cut earlier and disposal of unserviceable materials and stacking ofserviceable material to be used or auctioned up to a lead of 1000 metresincluding removal and disposal of top organic soil not exceeding 150 mm inthickness.

5.1 In area of Thorny jungle hectare 95.03 58,603.00

6

Excavation and preperation of ground level with cutting & filling at site upto anyheight of cutting & filling including spreading, levelling in accordance withrequirement of lines, grades and cross section and compacting to meetrequirement as per clause of section - 300 including all lead & lift etc allcomplete.

CuM 275281.89 75.00

7Transportation By Mechanical Transport including loading, unloading andstacking.

7.1 Excavated/compacted ordinary & other soil.7.1.1 Up to 1 km CuM 9900.00 80.107.1.2 Up to 2 km CuM 9900.00 89.107.1.3 Up to 3 km CuM 9900.00 93.607.1.4 Up to 4 km CuM 9900.00 97.207.1.4 Up to 5 km CuM 9900.00 103.50

8

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers withdisposal upto 1000 metres.Excavation for roadway in ordinary rock with hydraulic excavatorincluding cutting and loading in tippers, transporting to embankment site with in CuM 850.00 63.00all lifts and lead upto 1000 m, trimming bottom and side slopes in accordancewith requirements of lines, grades and cross sections as per relevent clauses ofsection-300 of specification.

9

Excavation in Hard Rock with disposal upto 1000 metresExcavation for roadway in hard rock with rock breakers i/c breaking rock or bydrilling, blasting and breaking, trimming of bottom and side slopes in accordancewith requirements of lines, grades and cross sections, loading and disposal ofcut road with all lifts and leads upto 1000 metres and as per relevent clauses ofsection-300 of specification.

CuM 150.00 182.00

10

Embankment Construction with Material Obtained fromBorrow PitsConstruction of embankment with approved material having CBR>7 obtainedfrom borrow pits with all lifts and leads, transporting to site, spreading, grading torequired slope and compacting to meet requirement of table 300-1, 300-2 and asper relevent clauses of section-300.

CuM 1112440.53 160.00

MPAKVN, INDORE RD-CV-1



11

Construction of Embankment with Material Deposited from RoadwayCuttingConstruction of embankment with approved materials CBR>7deposited at site from roadway cutting and excavation from drain and foundation

CuM 104376.65 72.00

of other structures graded and compacted to meet requirement of table 300-1,300-2 and as per relevent clauses of section-300.

12

Crusher Run Macadam Sub Base/Base Course Providing crushed stoneaggregate, depositing on a prepared surface by hauling vehicles, spreading andmixing with a motor grader, watering and compacting with a vibratory roller toclause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14,400-15 and as per clause of section 407 of specifications.

12.1 For 53 mm maximum size Cum 111489.41 1,063.00

13

Dry lean cement concrete Sub-base Construction of drylean cement concrete Sub- base over a prepared sub-grade with coarse and fineaggregate conforming toIS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cementratio not to exceed 15:1, aggregate gradationafter blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determined during triallength construction, concrete strength not to be less than 10 Mpa at 7 days,mixed in a batching plant, transported to site, laid with a paver with electronic

Cum 54431.33 2,443.00

sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as perclause 601 of specification complete in all respect.

14

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plaincement concrete pavement M-40 grade concrete over a prepared sub basewith cement, coarse and fine aggregate conforming to IS 383, maximum size ofcoarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant asper approved mix design, transported to site, laid with a fixed form or slip formpaver, spread, compacted and finished in a continuous operation includingprovision of contraction, expansion, construction and longitudinal joints, jointfill ti b l t i j i t l t d b di t i

Cum 108230.46 5,726.00filler, separation membrane, sealant primer, joint sealant, debonding strip,admixtures as approved,curing compound, finishing to lines and grades as perdrawing as per IRC 15 2011 and as per relevant clauses of section 602 ofspecifications complete but excluding cost of steel in dowel bar and tie rods etc.

15Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel barand tie rod including craddle, laps etc. complete required as per design.

15.1 Mild Steel dowel bars MT 1068.41 43,621.00

15.2 Tie Bar 12 mm Dia @ 500 C/c MT 281.48 43,621.00

16

Cast in Situ Cement Concrete M20 kerbConstruction of cement concrete kerb with top and bottom width 115 and 165mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation150 mm thick, foundation having 50 mm projection beyond kerb stone, kerbstone laid with kerb laying machine, foundation concrete laid manually, allcomplete as per clause 409complete as per clause 409

16.1 Using Concrete Batching and Mixing Plant meter 176187.30 229.00

17

Cast in Situ Cement Concrete M 20 Kerb with ChannelConstruction of cement concrete kerb with channel with top and bottom width115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 gradefoundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20grade, sloped towards the kerb, kerb stone with channel laid with kerb layingmachine, foundation concrete laid manually, all complete as per clause 409

17 1 Using Concrete Batching and Mixing Plant meter 8270 00 430 0017.1 Using Concrete Batching and Mixing Plant meter 8270.00 430.00

18Painting Two Coats on New Concrete Surfaces Painting two coats after fillingthe surface with synthetic enamel paint in all shades on new plastered concretesurfaces

Sqm 50746.18 53.00

19

Providing and applying tack coat with catonic bitumen emulsion (RS-1) usingemulsion pressure distributor on the prepared bituminous/granular surfacecleaned with mechanical broom and as per relevant clauses of section-503 ofspecifications.



It. Code Particulars Unit Quantity Rate19.1 @ 0.25 kg per sqm (normal bituminous surfaces) Sqm 811.50 13.00

Bituminous ConcreteProviding and laying bituminous concrete using crushed aggregates of specified

20grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher withsensor control to the required grade, level and alignment, rolling with smoothwheeled, vibratory and tandem rollers to achieve the desired compaction as perclause 507 of specification.

20.1 Using 40-60 TPH Batch mix Plant20.1.1 for Grading-I ( 50-65 mm thickness ) with 60/70 bitumen (VG-30) Cum 40.58 8,535.00

Mastic Asphalt (Providing and laying 12 mm thick mastic asphalt wearing courseon top of deck slab excluding prime coat with paving grade bitumen meeting the

21

on top of deck slab excluding prime coat with paving grade bitumen meeting therequirements given in table 500-29, prepared by using mastic cooker and laid torequired level and slope after cleaning the surface, including providing antiskidsurface with bitumen precoated fine grained hard stone chipping of 9.5 mmnominal size at the rate of 0.005cum per 10 sqm and at an approximate spacingof 10 cm center to center in both directions, pressed into surface when thetemperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm overmastic surface, all complete as per clause 515 and 2702 of specifications.)

Sqm 811.50 375.00

22

Mastic AsphaltProviding and laying 25 mm thick mastic asphalt wearing course with pavinggrade bitumen meeting the requirements given in table 500-39, prepared byusing mastic cooker and laid to required level and slope after cleaning thesurface, including providing antiskid surface with bitumen precoated fine-grainedhard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqmand at an approximate spacing of 10 cm center to center in both directions,pressed into surface when the temperature of surfaces not less than 1000C,protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 ofspecification.

Sqm 18631.50 603.00

23

Road Marking with Hot Applied Thermoplastic Compound withReflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thickincluding reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 .The finishedsurface to be level, uniform and free from streaks and holes all complete as perclause 803 of specifications.

sqm 15863.86 573.00

Road Delineators Supplying and installation of delineators (road way indicators,h d k bj t k ) 80 100 hi h b d l l i t d

24hazard markers, object markers), 80-100 cm high above ground level, paintedblack and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the groundand confirming toIRC-79 and the drawings.

each 985.00 249.00

Retro- reflectorised Traffic signsProviding and fixing of retro-reflectorised cautionary, mandatory and informatorysign board as per IRC 67-2010 made of high intensity Micro-Prismatic GradeSheeting (TypeIV) vide clause 801.3.3 fixed over Aluminium composite materialsheet with thermoplastic core of Low density polyethylene (LDPE) between two

25

sheet with thermoplastic core of Low density polyethylene (LDPE) between twothick skins/sheets of aluminium with overall thickness of 4mm and aluminiumskin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 ofspecification and High Intensity Micro Prismatck Grade Sheeting shall conform toTable 800-3 of specification. The printing on the high intensity grade sheetingshall conform to Clause 801.3.7 with water based latex optimized transparent inkas specified by the sheeting manufacturer, supported on composite sign post ofsize 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium compositematerial in accordance to IRC 67-2010 fixed to ground by means of properlydesigned foundation with M15 grade concrete 450x450x600 The ACM sheetshall be fixed to the post with four minimum four number breakaway boltsshall be fixed to the post with four minimum four number breakaway bolts.

25.1 90 cm equilateral triangle each 68.00 3,657.0025.2 60 cm circular each 62.00 3,291.0025.3 80 mm x 60 mm rectangular each 62.00 4,364.0025.4 90 cm high octagon each 40.00 5,410.00




Cable Duct Across the RoadProviding and laying of a reinforced cement concrete pipe duct, 300 mm dia,across the road (new construction), extending from drain to drain in cuts and toeof slope to toe of slope in fills constructing head walls at both ends providing a

26

of slope to toe of slope in fills, constructing head walls at both ends, providing aminimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces,outer to outer distance of pipe at least half dia of pipe subject to minimum 450mm in case of double and triple row ducts, joints to be made leak proof, invertlevel of duct to be above higher than ground level to prevent entry of water anddirt, all as per IRC:98 - 1997 and approved drawings.

26.1 (i) Single Row for one utility service meter 153.00 1,618.00

Road Markers/Road Stud with Lense Reflector Providing and fixing of road

27stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt andgrit, fitted with lense reflectors, installed in concrete or asphaltic surface bydrilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminousgrout or epoxy mortar, all as per BS 873 part 4:1973

each 8567.42 605.00

28

Direction and Place Identification signs upto 0.9 sqm size board. (Providingand erecting direction and place identification retro-reflectorised sign asperIRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3,fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqmsupported on a mild steel single angle iron post 75x75x6 mm (height from crown sqm 91 72 7 199 0028 supported on a mild steel single angle iron post 75x75x6 mm (height from crownlevel of the road and bottom of the sign board shall not be less than 1.5 m.)firmly fixed to the ground by means of properly designed foundation with M15grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as perapproved drawing including painting of vertical post as per specification.

sqm 91.72 7,199.00

29

Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mixmacadam specification including premixing the Material with water at OMC inmechanical mix plant carriage of mixed Material by tipper to site, laying in Cum 900.00 1,401.0029 mechanical mix plant carriage of mixed Material by tipper to site, laying inuniform layers with paver in sub- base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density in accordanceto Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

Cum 900.00 1,401.00

30

Providing and laying factory made coloured chamfered edge Cement Concretepaver blocks of required strength, thickness and size/shape, made by tablevibratory method using PU mould, laid in required colour and pattern over 50mmthick compacted bed of stone dust, compacting and proper embedding/laying ofinter locking paver blocks into the bedding layer through vibratory compaction byg p g y g y p yusing plate vibrator, filling the joints with sand and cutting of paver blocks as perrequired size and pattern, finishing and sweeping extra sand including lockingedges with M 15 cement concrete in footpath, light traffic parking etc. completeas per direction of Engineer-in-Charge.

30.1100mm thick C.C. paver block of M-35 grade with approved colour, design andpattern.

Sqm 9990.00 846.00

30.280mm thick C.C. paver block of M-35 grade with approved colour, design andpattern.

Sqm 60935.00 756.00




31Plain/Reinforced cement concrete in sub-structure complete as per drawing andtechnical specifications

31.1 PCC Grade M30 Cum 168.00 6,488.00

32

Excavation for Structures - Earth work in excavation of foundation of structuresas per drawing and technical specification, including setting out, construction ofshoring and bracing, removal of stumps and other deleterious matter, dressing ofsides and bottom and backfilling with approved material. as per relevant clausesofsection 300 & 2100 in

32.1 Mechanical Means32.1.1 Depth upto 3 m cum 76531.35 58.0032.2 Ordinary rock (not requiring blasting)

32.2.1 Mechanical Means32.2.1.1 Upto 3 m depth cum 310.00 73.00p p

33Providing Plain cement concrete M-15 nominal mix in foundation as per relevantclauses of sections 1500, 1700 and 2100.

cum 3358.37 4777.00

34

Providing & Filling Annular Space Around Footing in Rock with Lean cementconcrete M-15 nominal mix in foundation with crushed stone aggregate 40 mmnominal size and as per relevant clauses of sections 1500, 1700 and 2100.

cum 99.00 4,777.00

Provdiing and laying Plain/Reinforced cement concrete in open foundation

35including form work shuttering etc. complete as per drawing and technicalspecifications and as per relevant clauses of sections 1500, 1700 & 2100 with .

35.1 PCC Grade M15 cum 2159.08 5080.0035.2 RCC Grade M20 cum 1948.08 5465.0035.3 PCC Grade M25 cum 31.33 5887.0035.4 RCC Grade M25 cum 3903.12 5915.00

RCC Grade M30 cum 396.00 5930.00

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation36

Supplying, fitting and placing un coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevantclauses of section 1600.

tonne 472.01 54534.00

37Plain/Reinforced cement concrete in sub‐structure complete as per drawing andtechnical specifications

37.1 PCC Grade M25 cum 37.98 6439.0037.2 RCC Grade M25 cum 1908.00 6635.0037.3 RCC Grade M30 cum 430.00 6485.0037.4 RCC Grade M35 cum 500.00 6732.00

38Supplying, fitting and placing HYSD bar reinforcement in substructure completeas per drawing and technical specifications and as per relevant clause of section1600.

tonne 315.07 54373.00

39Back filling behind abutment, wing wall and return wall complete as perdrawing and Technical specification and as per relevant clauses 305 ofspecifications and as per appendix 6 of IRC-78.Grannular material Cum 2869.00 978.00

40

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Cucm 384000.00 0.86

41Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification and as per relevant clausesof sections 1500, 1700 and 2300 in

41.1 RCC Grade M25 cum 617.58 7095.0041.2 RCC/PSC Grade M35 cum 1165.00 7201.00




Reinforced Cement Concrete Crash BarrierProvision of an Reinforced cement concrete crash barrier at the edges ofthe road, approaches to bridge structures and medians, constructed withM 20 grade concrete with HYSD reinforcement conforming to IRC:21 and

42

M-20 grade concrete with HYSD reinforcement conforming to IRC:21 anddowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built andinstalled as per design given in the enclosure to MOST circular No.RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in theapproved drawing and at locations directed by the Engineer, all asspecified.

42.1 M 20 grade concrete meter 114.00 3105.00

43Providing and laying Cement concrete wearing coat M-30 grade includingreinforcement complete as per drawing and Technical Specifications and as perrelevant clauses of sections 1500, 1700 and Clause 2702 of specifications..

cum 98.55 12147.00

44 PCC M15 Grade leveling course below approach slab complete as per drawingand Technical specification and as per relevant clauses of section 1700.

cum 141.00 4885.00

45

Reinforced cement concrete approach slab (Gard of concrere M 30) includingreinforcement and formwork complete as per drawing and Technical 577 50 8855 0045 reinforcement and formwork complete as per drawing and Technicalspecification and as per relevant clauses of section 1500, 1600, 1700 and clause2704 of specifications.

cum 577.50 8855.00

46Supplying, fitting and placing HYSD bar reinforcement in superstructurecomplete as per drawing and technical specifications as per relevant clauses ofsection 1600

tonne 234.11 55587.00

47

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC/PVC pipe, extending through the fullwidth of the structure with slope of 1V :20H towards drawing foce. Complete as

meter 26290.50 192.00width of the structure with slope of 1V :20H towards drawing foce. Complete asper drawing and Technical specifications

48

Providing and laying of Filter media with granular materials/stone crushedaggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTHspecifications to a thickness of not less than 600 mm with smaller size towardsthe soil and bigger size towards the wall and provided over the entire surfacebehind abutment, wing wall and return wall to the full height compacted to a firmcondition complete as per drawing and technical specification.

cum 683.64 1241.00

49Drainage Spouts complete as per drawing and Technical specification and asper clause 2705 of specifications.

Nos 30.00 1327.00

50

Strip Seal Expansion JointProviding and laying of a strip seal expansion joint catering tomaximumhorizontal movement upto 70 mm, complete as per approved drawings andstandard specifications to be installed by the manufacturer/supplier or theirauthorised representative ensuring compliance to the manufacturer's instructionsfor installation.

meter 96.00 11590.00

51Providing and laying boulders apron on river bed for protection against scourwith stone boulders weighing not less than 40 kg each complete as per drawingand Technical specification.

51.1 Boulder laid dry without wire crates cum 300.00 2259.0

52Providing and laying Filter material underneath pitching in slopes complete asper drawing and Technical specification

cum 1973.74 1405.0

53Provdiing and laying Plain/Reinforced cement concrete in open foundationincluding form work shuttering etc complete as per drawing and technical53 including form work shuttering etc. complete as per drawing and technicalspecifications and as per relevant clauses of sections 1500, 1700 & 2100 with .

53.1 PCC Grade M15 cum 165.60 5080.0

54Providing and laying Pitching on slopes laid over prepared filter media includingboulder apron laid dry in front of toe of embankment complete as per drawingand Technical specifications

54.1Cement Concrete blocks of size 0.3x0.3 x0.2 m cast in cement concrete ofGrade M15

CuM 1933.74 5182.00




55

Providing and laying 60mm thick factory made cement concrete interlockingpaver block of M-30 grade made by block making machine with strong vibratorycompaction, of approved size, design and shape, laid in required colour andpattern over and including 50mm thick compacted bed of stone dust, filling the

Sqm 129200.11 586.00

joints with sand etc. all complete as per the direction of Engineer-in-charge.

56Providing and laying cement concrete in kerbs, steps and the like at or nearground level excluding the cost of centering, shuttering and finishing.

57Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10) (With 20mm nominal size graded stone aggregrate)

Cum 15237.16 3,890.00

58Centering and shuttering including strutting, propping etc. and removal of formwork for:

58 Foundations, footings, bases for columns. Sqm 6962.98 169.00

59

Precasting and placing in position 125 mm dia Bollards 600 mm each 485.00high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mmlong in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with150x150x6mm M.S. plate welded at bottom and embedded 150mm in cementconcrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominalsize) including necessary excavation of size 250x250x450mm deep for the samein bitumen!concrete pavement at specified spacing

each 446.00 485.00

60

Earth work in excavation by mechanical means (Hydraulic excavator) / manualmeans over areas (exceeding 30 cm in depth, 1.5m in width as well as 10sqm onplan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5m,disposed earth to be leveled and neatly dressed

60.1 Hard Rock (blasting prohibhted) CUM 199.56 491

61

Providing and laying below ground unplasticised PVC pipe to with stand workingpressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985including jointing with seal ring confirming to IS :5282 leaving 10mm gap forth l i ll fitti t l t E ti t b idthermal expansion all necessary fittings etc. complete. Excavation to bepaidseperataly.

61.1 200 mm diameter OD RM 168.80 751.00

62Brick work with well brunt open bhatta, bricks, crushing strength not less than

25kg / cnr' and water absorption not more than 20% in superstructure aboveplinth level and up to floor two level i/c curing etc complete.

62.1 Cement mortar 1:4 (1 cement: 4 sand) Cum 300.75 4541.00

6340 mm thick fine dressed stone flooring over 20 mm (average) thick base of

t t 1 5 ( l t 5 d) ith j i t fi i h d fl hcement mortar 1:5 ( lcement : 5 sand) with joints finished flush.63.1 Red sand stone Sqm 174.00 578.00



It. Code Particulars Unit Quantity RateConstructing brick masonry chamber for underground C.I. inspection chamberand bends with 40 class designation bricks in cement mortar 1:4:(1 cement : 4sand ) C.I. cover with frame (light duty) 455x610 mm internal dimensions, totalwieght of cover with frame to be not less than 38 kg (weight of cover 23 kg and

64wieght of frame 15 kg) RCC top slab with cement concrete grade M-20 (NominalMix with 20mm maximum size of stone aggregate), 15cm thick foundationconcrete grade M-7.5 (Nominal Mix with 40mm maximum size of stoneaggregate), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3sand) finished smooth with a floating coat of neat cement on walls and bedconcrete etc. complete as per standard design. The sizes of chambers as under:

64.1Chamber inside dimensions 500 x 700 mm and 45 cm deep forpipe line with one or two inlets :

each 698.00 4,928.00

64 2Extra for depth beyond 45 cm of brick masonry chamber at

64.212.25.1 to 12.25.3 :

64.2.1 500 x 700 mm meter 155.00 3,717.00

65

Providing, Laying and jointing non-pressure (NP2) RCC socket & spigot pipeswith rubber gasket joint including testing of joints. [Conforming to IS ;458-1988,ISI marked laying as per IS 783:1985)300 mm Dia

meter 27064.43 657.80

66

Providing and Laying non-pressure (NP3) RCC socket & spigot pipes with rubbergasket joint including testing of joints. [ Conforming to IS ;458-1988, ISI marked

66laying as per IS 783:1985)300 mm Dia

66.3 300 mm Dia meter 1452.00 909.70

67Excavation of soil with hydraulic excavator including cutting and filling, inaccordance with requirements and transporting to the embankment location,levelling & dressing with all lifts and lead etc all complete

Cum 771406.00 50.00

68Construction of embankment with approved material having CBR>5% obtainedfrom borrow pits with all lifts and leads, transporting to site, spreading, dressing,l lli d ti

Cum 383239.11 150.00levelling and compacting

69

Providing and fixing of steam cured Precast Concrete reinforced Rectangular Bench without back-rest, manufactured by using M-30 grade of Concrete &suitably reinforced to damage during handling, transportation, execution & longuse of platform size. 1500 mm length, 450 mm width, 100 mm thickness and 450mm height with two legs of 125 mm thickness. Sitting Platform colour - RED.

Each 50.00 6463.00

Providing and fixingof steam cured Precast Reinforced Cement Concrete Benchll i 1300 (l th) X 450 ( idth) X 700 (h i ht)

70

overall size. 1300 mm (length) X 450 mm (width) X 700 mm (height), manufactured by using M-30 grade of Concrete in three parts of each consistingof two legs (700 X 450 X 75/150 mm) & one platform of size (1150 X 450 X 75mm). The three parts will be joined together with galvanised nuts & bolts atappropriate place and exposed portion shall be grit finish with 3 to 5mm marbledana. The base. products shall be manufactured by vibro compaction processusing FRP / Steel moulds & suitably reinforced to prevent cracking during,handling, transportation & normal use.

Each 50.00 7636.00

LandscapingSupplying and stacking sludge at site including royalty and carriage (sludge

71Supplying and stacking sludge at site including royalty and carriage (sludgemeasured in stacks will be reduced by 8% for payment).

CUM 1640.00 715.00

72Supplying and stacking at site dump manure from approved source, includingcarriage (manure measured in stacks will be reduced by 8% for payment)

CUM 1508.80 816.00

73 Rough dressing the trenched ground including breaking clods. 100 Sq.Mt. 164.00 495.00

74Uprooting weeds from the trenched area after 10 to 15 days of its flooding withwater including disposal of uprooted vegetation

100 Sq.Mt. 164.00 168.00water including disposal of uprooted vegetation.

75 Fine dressing the ground. 100 Sq.Mt. 164.00 126.00

76Spreading of sludge, dump manure and / or good earth in required thickness asper direction of Officer-in-charge (Cost of sludge, dump manure and / or goodearth to be paid separately)

CUM 1508.80 18.00

77Mixing earth and sludge or manure in the required proportion specified ordirected by the Officer-in-charge

CUM 3116.00 12.00




78

Grassing with selected type of grass including watering and maintenance of thelawn for 30 days or more till the grass forms a thick lawn, free from weeds and fitfor mowing including supplying good earth, if needed (the good earth shall bepaid for separately):

78.1 In rows 5 cm apart in both directions. 100 Sq.Mt. 41.00 4,002.00

79

Preparation of beds for hedging and shrubbery by excavating further 30cm deepof already prepared trench, refilling the excavated earth after breaking clods andmixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume ofearth after reduction by 20% : one part of stacked volume of sludge or manureafter reduction by 8%), flooding with water, filling with earth if necessary,watering and finally fine dressing, levelling etc. including stacking and disposal ofmaterials declared unserviceable and surplus earth by spreading and levelling

Cum 984.00 75.00

materials declared unserviceable and surplus earth by spreading and levellingas directed, within a lead of 50m lift upto 1.5 m complete (cost of sludge, manureor extra earth to be paid for separately)

80

Digging holes in ordinary soil and refilling the same with the excavated earthmixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stackedvolume of earth after reduction by 20% :1 part of stacked volume of manure after reduction by 8%) flooding with water,dressing including removal of rubbish and surplus earth, if any with all leads andlifts (cost of manure, sludge or extra good earth ifneeded to be paid forseparately) :

80.1 Holes 1.2 m dia and 1.2 m deep Nos. 750.00 157.0080.2 Holes 60 cm dia and 60 cm deep Nos. 1050.00 68.00

81Edging with bricks laid dry length wise, including required excavation, refilling,consolidating with hand packing and spreading surplus earth neatly within a leadof 50 m:

81.1 Common burnt clay modular bricks Rmt. 600.00 35.00

Filli i t f th d l d i th d i d ti i82

Filling mixture of earth and sludge or manure in the desired proportion intrenches, flooding with water and levelling (cost of supplying earth and sludge ormanure and mixing excluded).

CUM 7954.00 18.00

83Providing and fixing G.I. pipes complete with G.!. Fittings including trenching andrefilling etc.External work:

83.1 15 mm dia. nominal bore Rmt. 750.00 188.0083.2 25 mm dia. nominal bore Rmt. 450.00 263.00

84Providing and fixing gun metal gate valve with C.1. wheel of approved quality( d d)(screwed end) :25mm nominal bore. Nos 36.00 486.00

85

Planting of Trees and their Maintenance for Five Years ‐ Planting of trees by the road

side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil

with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench,

watering, and maintaining the plants for five years.

Nos 110000.00 633.00

86

Planting Permanent Hedges including Digging of Trenches Planting permanent hedges

including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth

i d i h f d li d h f 4 65 100 dNos 48000.00 172.00

mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and

supplying and planting hedge plants at 30 cm apart

87

Earth work in excavation by mechanical means (Hydraulic excavator )/ manualmeans over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm onplan) including dressing of sides and ramming of bottom disposal of excavatedearth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatlydressed. (No extra lift is payable if work is done by mechanical means)

87.1 All kinds of soil CUM 180403.45 129.00

88

Earth work in excavation! by mechanical means (Hydraulic Excavator)/ manualmeans over areas (exceeding 30 em in depth, l.5m in width as well as 10 sqm onplan) including dressing of sides and ramming ofbottom disposal of excavatedearth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled andneatly dressed.

88.1 Ordinary Rock CUM 10768.32 203.00




89

Earth work m excavation by mechanical means (Hydraulic Excavator)/ manualmeans in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqmon plan) including dressing of sides and amming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil asdirected, within a lead of 50 m. (No extra lift is payable if work is done bymechanical means)

89.1 All soils cum. 558.79 131.00

90

Excavation work by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains not exceeding 1.5 m in width or 10 sqm on planincluding dressing of sides and ramming of bottoms lift upto 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soils asdirected, within a lead of 50m.

90.1 Ordinary rock cum. 204.79 216.00

91

Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches,plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 mand lift upto 1.5 m.

CUM 76999.35 72.00

92Supplying and filling in plinth with hard muramlhard copra under floors includingwatering ramming cosolidating in layers not exceeding 20cm in depth anddressing complete.supplying and filling in plinth with soil (other than B.C. soil) having MDD not less

92.1than 1.85 t/m3 under floors including watering, ramming, compacting (minimumcompaction 95% of MDD) in layers not exceeding 15 cm in depth and dressingcomplete.

cum. 178.32 250.00

93Providing and laying in position cement concrete of specified grade excludingcost of centering and shuttering - All work up to plinth level:

93.1 With 40mm nominal size graded stone aggregate93.1.1 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10) CUM 1225.99 3,808.0093.1.2 M 15 - Grade concrete CUM 50.97 4,471.00

94Providing and laying in position specified grade of reinforced cement concrete(with 20mm nominal size graded stone aggregate) excluding cost of centering,shuttering, finishing and reinforcement - All work upto plinth level:

94.1 M-20 Nominal mix CUM 35363.86 5,091.00

95

Reinforced cement concrete work (with 20mm nominal size graded stoneaggregate) in walls (any thickness), including attached pilasters, buttresses,plinth and string courses, fillets,columns, pillars, posts and struts etc. aboveplinth level and up to floor two level excluding cost of centering,h tt i fi i hi d i f tshuttering,finishing and reinforcement:

95.1 M 20 -Grade Concrete CUM 353.43 5,202.00

96

Reinforced cement concrete work (with 20mm nominal size graded stoneaggregate) in beams, suspended floors, roofs having slope of any degreelandings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircasesand spiral stair cases above plinth level and up to floor two level excluding thecost of centering, shuttering, finishing and reinforcement in concrete grade

96.1 M 20 -Grade Concrete CUM 982.50 5,284.00

97Reinforcement for R.C.C. work including straightening,cutting, bending, placingin position and binding including cost of binding wire up to floor two levelincluding all wastage etc.complete

97.1 Thermo-Mechanically Treated bars.(TMT) KG 3113930.75 54.00

98Centering and shuttering including strutting, propping etc. and removal of formfor :

98.1 Foundations, footings, bases of columns, etc. for mass concrete upto plinth level. SQM 21999.12 174.00

98.2Walls (any thickness) including attached pilasters butteresses, plinth beams andstring courses etc.up to plinth level.

SQM 152582.88 267.00

98.3 Suspended floors, roofs, landings, balconies and access platform. SQM 295.50 264.0098.4 Lintels, beams, girders, bressumers and cantilevers. SQM 2195.82 227.0098.5 Columns, Pillars, Piers, Abutments, Posts and Struts. SQM 5867.22 356.00

99Providing and fixing in position bitumen impregnated fibre board conforming toIS:1838 including cost of primer, sealing compound in expansion joints.

99.1 25mm thick SQM 1528.48 574.00




100Providing and laying non-pressure NF2 class (light duty) RC.C. pipes with collarsjointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2sand) including testing of joints etc. complete:

100.1 100mm dia. RC.C. pipe (2 nos pipe @ 5m c/c) each 32660.00 959.00

101Brick work with well burnt chimney bricks in bulls patent trench kiln, crushingstrength not less than 25kg /sqcm and water absorption not more than 20% infoundation and plinth

101.1 Cement mortar 1:4 (1 cement : 4 sand) CUM 43.60 5,252.00

102Brick work with well burnt chimney bricks in bulls patent trench kiln, crushingstrength not less than 25kg/cm2 and water bsorption not more than 20% msuperstructure above plith level and up to floor two level i/c curing etc completesuperstructure above plith level and up to floor two level i/c curing etc complete.

102.1 Cement mortar 1:6 (1 cement : 6 sand) CUM 2907.33 5,255.00

103

Providing and laying matt finish heavy duty homogeneos across full body vitrifiedtiles in sizes 600mm X 600mm and thickness 15-16mm with water absorptionless than 0.5% and confirming ti IS: 4457 of approved make in all colours andshades, laid on 20mm thick cement mortar (1cemen:4sand) including groutingthe joints with white cement and matching pigments etc. complete.

sqm 281.40 1,237.00

104 12mm cement plaster of mix.104.1 1:4 (1 cement: 4 sand) SQM 23537.29 123.00

105 20 mm cement plaster of mix:105.1 1:4 (1 cement : 4 sand) SQM 19162.90 175.00

106 6 mm cement plaster of mix :106.1 1:3 (1 cement: 3 sand) sqm 121.50 96.00

Providing sand faced plaster upto 10meter hight above ground level concrete or

107

Providing sand faced plaster upto 10meter hight above ground level concrete orbrick masonry surfaces in two coats, base coat of 13mm thick in cement mortar1:4 (l cement: 4 sand),clearing the surface by combing it and fmishing coat of 8mm. thick in cement mortar 1:3 (l cement: 3 sand) and taking out surface grainsby mechanical arrangement including cost of all material, labour, and T and Pincluding all lead, lift and scaffolding etc. complete

SQM 500.00 314.00

108 Finishing walls with water proofmg cement paint of required shade:108.1 New work (Two or more coat applied @ 3.84 kg / 10 sqm). SQM 49065.38 48.00

P idi f l t d i / i l t d f ldi t109

Providing for plaster drip course / groove in plastered surface or moulding toR.C.C. projections.

METRE 26033.70 18.50

110

Providing and supplying aluminium extruded tubular and other aluminiumsections as per the architectural drawings and approved shop drawings , thealuminium quality as per grade 6063 T5 or T6 as per BS l474,including superdurable powder coating of 60-80 microns conforming to AAMA 2604 of requiredcolour and shade as approved by the Engineer-in-Charge. (The item includescost of material such as cleats, sleeves, screws etc. necessary for fabrication ofextrudedaluminium frame work. Nothing extra shall be paid on this account).

kg 506.25 359.00

g p )

Designing, fabricating, testing, protection, installing and fixing in positionSqmsemi (grid) unitized system of structural glazing (with open joints) for linearas well as curvilinear portions of the building for all heights and all levels,including:(A) Structural analysis and design and preparation of shop drawings for thespecified design loads conforming to IS 875 part III (the system must passed theproof test at 1.5 times design wind pressure without any failure), includingfunctional design of the aluminum sections for fixing glazing panels of variousthicknesses aluminium cleats sleeves and splice plates etc gaskets screws

111thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws,toggles, nuts, bolts, clamps etc.,structural and weather silicone sealants, flashings, fire stop (barrier)-cumsmokeseals, microwave cured EPDM gaskets for water tightness, pressureequalisation and drainage and protection against fire hazard including:(B) Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc.to accommodate 3 Dimentional movement for achieving perfect verticality andfixing structural glazing system rigidly to the RCC/ masonry/structural steelframework of building structure using stainless steel anchor fasteners/ bolts,



It. Code Particulars Unit Quantity Rate(C) Providing and filling, two part pump filled, structural silicone sealant and onepart weather silicone sealant compatible with the structural silicone sealant ofrequired bite size in a clean and controlled factory / work shop environment ,including double sided spacer tape, setting blocks and backer rod, all of

111.1

approved grade, brand and manufacture, as per the approved sealant design,within and all around the perimeter for holding glass.(D) Providing and fixing in position flashings of solid aluminium sheet 1 rom thickand of sizes, shapes and profiles, as required as per the site conditions, to sealthe gap between the building structure and all its interfaces with curtain glazingto make it watertight. (E) Making provision for drainage of moisture/ water thatenters the curtain glazing system to make it watertight, by incorporatingprinciples of pressure equalization, providing suitable gutter profiles at bottom (ifrequired), making necessary holes of required sizes and of required numbersetc. complete. This item includes cost of all inputs of designing, labour for

sqm 678.72 2,674.00

fabricating and installation of aluminium grid, installation of glazed units, TandP,Scaffolding and other incidental charges including wastages etc., enabling

112

Providing wood work in frames of doors, windows, clerestory windows and otherframes, wrought framed and fixed in position with hold fast lugs or with dashfasteners of required dia and length (hold fast lugs or dash fastener shall be paidforseparately).

112.1 Second class teak wood cum 4.97 90,618.00

Providing and fixing panelling or panelling and glazing in panelled or panelled

113

Providing and fixing panelling or panelling and glazing in panelled or panelledand glazed shutters for doors, windows and clerestory windows (Area of openingfor panel inserts excluding portion inside grooves or rebates to be measured).Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :

113.1 Float glass panes113.1.1 5.5 mm thick glass pane sqm 30.38 1,046.00

114

Providing and fixing lSI marked flush door shutters conforming to IS: 2202 (PartI) decorative type, core of block board construction with frame of 1st class hardwood and well matched teak 3 ply veneering with vertical grains or cross bands

d f b th f f h tt f h d b d tand face veneers on both faces of shutters of such as duro board, century orequivelant make.

114.135 mm thick including lSI marked Stainless Steel butt hinges with necessary screws.

sqm 22.68 3,869.00

115Providing and fixing lSI marked oxidised M.S. door latches conforming toIS:5930 with screws etc. complete:

115.1 300x20x6mm each 24.00 72.00

116Providing and fixing bright finished brass 100 rom mortice latch with one deadb lt d i f l h dl ith t l t (b t k h 24 00 475 00116 bolt and a pair of lever handles with necessary screws etc. complete (best makeof approved quality).

each 24.00 475.00

117

Providing and fixing aluminium die cast body tubular type each 780.00 universalhydraulic door closer (having brand logo with lSI, IS : 3564, embossed on thebody, door weight upto 35 kg and door width upto 700 rom) with necessaryaccessories and screws etc. complete.

each 12.00 780.00

Designing, fabricating, testing, installing and fixing in position Curtain Wall withAluminium Composite Panel Cladding, with open grooves for linear as well ascurvilinear portions of the building for all heights and all levels etc including: a)

118

curvilinear portions of the building , for all heights and all levels etc. including: a)Structural analysis and design and preparation of shop drawings for pressureequalisation or rain screen principle as required, proper drainage of water tomake it watertight including checking of all the structural and functional design.b) Providing, fabricating and supplying and fixing panels of aluminium compositepanel cladding in pan shape in metalic colour of approved shades. Thealuminium composite panel cladding sheet shall be coil coated, with Kynar 500based PVDF / Lumiflon based fluoropolymer resin coating of approved colourand shade on face # 1 and polymer (Service) coating on face # 2 as specifiedusing stainless steel screws, nuts, bolts, washers, cleats, weather siliconesealant backer rods etc c) The fastening brackets of Aluminium alloy 6005 T5 /sealant, backer rods etc.c) The fastening brackets of Aluminium alloy 6005 T5 /MS with Hot Dip Galvanised with serrations and serrated washers to arrest thewind load movement, fasteners, SS 316 Pins and anchor bolts of approved

118.14 mm thick alumminium composite panne1 material consisting of 3 mm thick FR grade mineral core sandwiched between twoalumminium sheets (each 0.5mm thick)

sqm 775.57 3,800.00




119

Steel work in built up tubular ( round, square or rectangular hollow tubes etc.)trusses/frame work etc. including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer, including welding and bolted withspecial shaped washers etc. complete.

119.1 Hot finished welded type tubes kg 5525.18 107.85

120

Providing and fixing 18mm thick gang saw cut mirror polished (premoulded andprepolished) machine cut for kitchen platforms, vanity counters, window sills ,facias and similar locations of required size of approved shade, colour andtexture laid over 20mm thick base cement mortar 1:4 (1 cement: 4 sand) withjoints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing moulding and polishing to edge to give high gloss finishwherever required etc. complete at all levels. samples approved by Engineer-in-charge.

120.1 Granite of any colour and shade sqm 84.36 3,322.00

121

Providing and applying white cement based putty of average thickness 1 mm, ofapproved brand and manufacturer, Like birla white/JK white or equivalent, overthe plastered wall surface to prepare the surface even and smooth ilc all cost ofmaterial, labour and scaffold etc in all position complete.

SQM 120.25 74.00

122

Providing and applying special putty in two coats based materials varnish,Belgium chalk, turpentile oil, white paint,safeda including sand papering for

sqm 1756 86 52 00122making the surface smooth for applying any or vinyl paints including all cost ofmaterial and labour etc complete.

sqm 1756.86 52.00

123Wall painting with plastic emulsion paint of approved brand and manufacture togive an even shade:

123.1 Two or more coats on new work SQM 120.25 64.00

Preconstruction antitermite treatment to the building under construction byproviding.Stage 1: Treating the bottom and the sides (upto 30cm hight of the excavatedt h @ litt fth f

124

trench @ litter per sqm ofthe surface area.Stage 2: After masonry/RCC work, the backfill in the immdiate contact with thefoundation structure treatment cg;;}.5 litter per sqm. ofthe vertical surface ofthesubstructure for each side.Stage 3: surface treatment by spreading emulsion over the plinth area beforelaying the base concrete under floors @.O litres/Sqm.Stage 4: Pumping the emulsion in plinth masonry on filling side at floor [email protected] litres/Sqm.Stage 5: Pumping the emulsion from outer side of the plinth below groundalround the masonry ©.O litres/Sqm as per I.S. 8944 Emulsion. (l Chlorpyrifos:19 t ) ith fi i t (M t t b t k f li th

SQM 27.00 136.00

19 water) with five years service guarantee (Measurements to be taken for plintharea)

125

Providing and fixing chicken mesh as per lSI specification and in the requiredwidth with 50mm long Bombay nails on vertical and horizontal junctions of RCCand brick wall including scaffolding and all lead and lift etc. complete beforeplastering upt 10 meter height.

SQM 15.62 62.00

126

Kota stone slab flooring over 20 mm (average) thick base laid over and jointedwith grey cement slurry mixed with pigment to match the shade of the slabincluding rubbing and polishing complete with base of cement mortar 1 : 4 (1including rubbing and polishing complete with base of cement mortar 1 : 4 (1cement: 4 sand) :

126.1 25 mm thick SQM 1.08 1,043.00

127

Kota / cuddapah stone slabs 25mm thick in risers of steps, skirting, dado andpillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 sand) andjointed with grey cement slurry mixed with pigment to match the shade of theslabs, including rubbing and polishing complete

SQM 1.08 1,012.00

128 Extra for pre finiished nosing in treads of steps of Kota stone/ sand stone slab. RMT 3.60 39.00

129Extra for Kota stone/ sand stone in treads of steps and risers using single lengthupto 1.05 metre.

SQM 1.80 10.00




Providing and fixing aluminium work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/appropriate Z sectionsand other sections of approved make conforming to IS: 733 and IS: 1285, fixingwith dash fasteners of required dia and size including necessary filling up the

130

with dash fasteners of required dia and size, including necessary filling up thegaps at junctions, i.e. at top, bottom and sides with required EPDMrubber/neoprene gasket etc. Aluminium sections shall be smooth, rustfree,straight, mitred and jointed mechanically wherever required including cleatangle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steelscrews, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

130.1 For Fixed portion

130.1.1 Powder coated aluminium (minimum thickness of powder coating 50 micron) KG 16.20 377.00

131

For shutters of doors, windows & ventilators including providing and fixinghinges/ pivots and making provision for fixing of fittings wherever requiredincluding the cost of PVC / neoprene gasket required (Fittings shall be paid forseparately).

131.1 Powder coated aluminium (minimum thickness of powder coating 50 micron) KG 34.02 425.00

132

Providing and fixing glazing in aluminium door, window, ventilator shutters andpartitions etc. with EPDM rubber/ neoprene gasket etc.complete as per the

132architectural drawings and the directions of engineer-in-charge . (Cost ofaluminium snap beading shall be paid in basic item) :

132.1 With float glass 5.5 mm thick SQM 48.60 920.00

133Providing and fixing aluminium sliding door bolts ISI marked anodised (anodiccoating not less than grade AC 10 as per IS :1868) transparent or dyed torequired colour or shade with nuts and screws etc. complete :

133.1 300x16 mm EACH 6.00 241.00

134Providing and fixing aluminium handles ISI marked anodised (anodic coating notl th d AC 10 IS 1868) t t d d t i d l134 less than grade AC 10 as per IS : 1868) transparent or dyed to required colour orshade with necessary screws etc. complete :

134.1 125mm EACH 6.00 75.00

135

Making khurras 45x45 cm with average minimum thickness of 5 cm cementconcrete 1:2:4 (1 ement : 2 sand : 4 graded stone aggregate of 20 mm nominalsize) over P.V.C. Sheet 1mx1mx400micron, finished with 12mm cement plaster1:3 (1 cement 3 sand) and a coat of neat cement rounding the edge sand:making and finishing the outlet complete.

each 12.00 156.00

P idi d fi i t th i l t th f i t i t i ti 15136

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 emdiameter and weighing not less than 440 grams

eaxh 12.00 43.00

137Supply,installation,testing & commissioning of fully electronic Weigh bridge of100 MT capacity with:-

Platform size of 15x3m.The Load Cell Junction Box (IP 65 Protection) PC,Printer, UPS, AUTO TARE - Auto Calibration/Set up with passwordprotection.Self diagnostic features like status of RAM, EEPROM, COMPORT,KEY BOARD and display indication of hardware failure. 24 Hrs calendar clockand updating of date & time automatically. 7 Segment LED display of 5 Digit, 20

137.1

p g y g p y gmm Height with an indication of Tone, Negative Weight and Over Weight.ParallelPort for connecting a parallel Printer. Communication cable with matchingconnectors for Seria Communication of Weigh Bridge to IT – Com Port for eachshall be supplied.The IT shall have facility to store Continuous data. In event ofpower failure there shall not be any change in the weighment reading in thedisplay. After restoration of power the same weight shall be displayed. Includingof all electrical works and any other accessories complete.

NOS 3.00 1,817,000.00

Wall painting with acrylic emulsion paint, having VOC (Volatile OrganicCompound) content less than 50 grams/ litre ofapproved brand and

138Compound) content less than 50 grams/ litre, ofapproved brand andmanufacture, including applying additional coats wherever required, to achieveeven shade and colour.

138.1 Two coats. sqm 1756.86 56.00

139Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface :

139.1 Water thinnable cement primer. sqm 3449.28 24.00




140

Providing and laying vitrified floor tiles in different sizes with water absorption'sless than 0.08% and conforming to IS : 15622 of approved make in all coloursand shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 sand) includinggrouting the joints with white cement and matching pigments etc completegrouting the joints with white cement and matching pigments etc., complete.

140.1 Size of Tile 60x60 cm SQM 32.00 1,102.00140.2 Size of Tile 1000x1000x 10-12 mm sqm 137.34 1,620.00

Providing and laying integral cement based water proofmg treatment includingpreparation of surface as required for treatment of roofs, balconies, terraces etcconsisting of following operations:a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixedwith water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height

141

including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mmsize with 50% of cement mortar 1:5 (l cement: 5 sand) admixed with waterproofmg compound conforming to IS :2645 and approved by Engineer-i n-charge over 20 mm thick layer of cementmortar of mix 1:5 (1 cement :5 sand) admixed with water proofmg compoundconforming to IS : 2645 and approved by Engineer-in-charge to required slopeand treating similarly the adjoining walls upto 300 mm height including roundingof junctions of walls and slabs.c) After two days of prop er curing applying a second coat of cement slurry using2.75kg/ sqm of cement admixed with water proofing compound conformingto IS :2645 and approved by Engineer-in-charge.d) Finishing the surface with 20 mm

141.1 With average thickness of 120mm and thickness at khurra as 65 mm. mmimum sqm 209.46 885.00

142High intensity micro-prismatic type sheeting (hip) type-IV overhead sign boardtype I, for both side message board, span 10 X 1.8 s.q. mtrs. With completeerection work.

Each 10.00 524,605.90

Providing and fixing stainless steel English (Capital) and Hindi letters in standard

143

Providing and fixing stainless steel English (Capital) and Hindi letters in standardpattern bellow type made with 1.20 mm thick stainless steel letter (ASI Grade-304) Jindal or equivalent. Depth of letter shall not be less percm than 30mm andrate includes welding/soldering of joints polishing, hight buffing and fixing on thewall beam surface at any height with necessary nut and bolts/fasterner whereveris required complete as per direction of Engineer-in-charge.

Per letter per cm height

2400.00 75.00

144Heavy autogate with microprocessor based controller and 2 detectors andopening closing time of 1.5 secs for four wheeler of Parkstar or equivalent makeas approved by EIC and Consultant

Nos 8.00 108,000.00

145 S l d i t ll ti f d d ith t d N 8 00 12 300 00145 Supply and installatin of card reader with stand Nos 8.00 12,300.00146 Supply and installatin of Access panel for cardreaders Nos 1.00 36,800.00147 Access card with printing (Minimum Qty) Nos 100.00 165.00148 Software for parking access system No 1.00 165,000.00

149PC with Core 2 Duo with 2GB RAM, 160 GB HDD, DVD Writer, USB Port,Optical Keyboard, 15'' TFT monitor and HP laserjet A4 size printer of make asapproved by EIC and Consultant

No 1.00 31,300.00

1501 KVA online UPS with inbuilt battery of EATON or equivalent make as approvedby EIC and Consultant

Nos 1.00 24,800.00

Cabling and conducting of make as approved by EIC and ConsultantCabling and conducting of make as approved by EIC and Consultant151 Single core X 1 Sqmm multistrand cable RM 400.00 34.00152 3core X 2.5sqmm multistrand cable RM 400.00 43.00153 8corex0.75 Sq.mm shielded cable RM 400.00 43.00154 2core X 1.5sqmm pvc cable RM 400.00 37.00155 PVC conduit 25 mm ISI 2mm thick RM 625.00 31.00

156 Design engineering, documentation, commissioning and training No 1.00 100,000.00


WATER SUPPLY SEWER WORKS VOLUME - IV - BOQ - PART - 2

PRICE SCHEDULEVolume‐

IV

Item No. Item DescriptionProbable Amount in

Rs.Unit

Cost of OHT/SUM:‐ Survey, soil investigations, Design, Supply, Construction,pipelineLaying & Jointing, testing & commissioning, Tests after Completion andHanding over of the works of ESR/SUMP and associated work as perscope of work. Cost includes all cost of civil, mecanical,electrical,equipment, instruments,piping,valves etc. includingconnectionto feeder msin snd distribution system, etc.as per siterequirement and complete as per scope of work given in Section‐1, vol I

and specifications given in vol II of Bid document.

114000000 One Job

(i) 2100 KL capacity ESR (staging height appx. 15M) includingOperator room with all appurtenant works including boundary wall andcampus development and appurtenant works as per scope of worksdescribed in bid document.(ii) 1300 KL capacity ESR (staging height appx. 18M) includingOperator room with all appurtenant works including boundary wall andcampus development and appurtenant works as per scope of worksdescribed in bid document.(iii) 1300 KL capacity ESR (staging height appx. 15M) includingOperator room with all appurtenant works including boundary wall andcampus development and appurtenant works as per scope of worksdescribed in bid document.(iv) 300 KL capacity ESR (staging height appx. 8M) including Operatorroom with all appurtenant works including boundary wall and campusdevelopment and appurtenant works as per scope of works describedin bid document.(v) 500 KL capacity ESR (staging height appx. 8M) including Operatorroom with all appurtenant works including boundary wall and campusdevelopment and appurtenant works as per scope of works describedin bid document.(vi) 500 KL capacity ESR (staging height appx. 15M) including Operatorroom with all appurtenant works including boundary wall and campusdevelopment and appurtenant works as per scope of works describedin bid document.(vii) 2000 KL capacity Sumpwell including campus development andappurtenant works as per scope of works described in bid document.

Cost for Clear Water/Treated Water Pump House and Assiciated

Work:‐

Design, construction, (including survey, soil investigations) for clear/treated water pump house from sump cum pumping station, electricalsubstation, piping, valves, flow meters, including campus developmentand other appurtenant works, including all civil, electrical, mechanicaland instrumentation works etc complete as per scope of work given inSection‐1, Vol I ans specifications given in Vol II of bid document. (i) Clear water pump house size 100 sqm approximately -1 No.(ii) Treated water pump house size 10 sqm (approx.) without electric substations - 2 Nos.


One Job

WS-1

WS-2

2360000

MPAKVN, INDORE LS - 1



Rs.Unit

Cost of Pumps & Accessories:‐

Supply, installation, erection, testing, commissioning and trial run ofHorizontal split casing Centrifugal pumping sets (Pumps and Motors) offollowing capacity with allied electrical / mechanical accessories likestarters control panel, pipe valves including all etc. complete job withnecessary civil mechanical and electrical works for Clear water & clearwater pumping etc as per scope of work given in Section‐1, Vol I ans

specifications given in Vol II of Bid documents.

1. Clear water pumps from Sumpwell to OHT (100 % stand by)

a. Discharge 160 lps, Qty. 2 sets clear water pumps with 45 m head.

b. Discharge 45 lps, Qty. 2 sets clear water pumps with 30 m head.

c. Discharge 20 lps, Qty. 2 sets clear water pumps with 45 m head2. Recycle water pumps from STP to OHT (100 % stand by)a. Discharge 35 lps, Qty. 2 sets with 50 m head.b. Discharge 35 lps, Qty. 2 sets with 70 m head.

Cost of Clear/Recycled Treated Water Feeder Mains (DI‐K7Pipes):

Design, Supply, Construction, Laying & Jointing, Testing &Commissioning, Tests after Completion and Handing over of the worksof clear water mains DI K-7 pipes from clear water sump to variousoverhead tanks, including all accessories, valves, thrust block/anchorblocks, nallah crossings, etc. as per site requirement and complete asper cope of work given in Section ‐1, vol I and specifications given in

vol II of bid document. Estimated length of pipelines given below.Bidder to qoute their rates considering the length given here.

(i) 400mm dia- 1500 m length. 10060320 One Job(ii) 250mm dia- 200 m length 713684 One Job(iii) 200mm dia- 4500 m+ 9000m length. 38643046 One JobCost of Distribution Network for Clear Water(DI‐K7 Pipes):Survey, soil investigations, Design, Supply, Construction, Laying &Jointing of pipelines, testing & commissioning, Tests after Completionand Handling over of the works of Distribution Network (DI-K7) invarious areas including all accessories, valves, thrust block/anchorblocks, CD works etc. as per site requirement and complete as perscope of work given in section-1, vol I and specifications given in vol IIof Bid document. (i) 150mm (length 5500m) 13051861 One Job(ii) 200mm (Length 16000m) 45799166 One Job(iii) 250mm (Length 3100m) 11062102 One JobCost of Recycled Water Distribution Network (HDPE PN6):‐Survey, soil investigations, Design, Supply, Construction, Laying &Jointing of pipelines, Testing & commissioning, Tests after Completionand Handing over of the works of Distribution Network HDPE- PN6 invarious areas including all accessories, valves, trench, etc. as per siterequirement and complete as per scope of work given in Section‐ 1, vol

I and specifications given in Vol II of bid document.

(i) 160 mm (Length- 22200m) 29647466 One Job(ii) 200 mm (Length-10200m) 16810674 One Job(iii) 250 mm (Length- 5000m) 10915094 One Job

One Job

2500000 One Job

WS-4

WS-5

WS-6

WS-3

9000000




Rs.Unit

Cost of Sewerage Treatment Plant‐ SBR TECHNOLOGY:‐Design, supply, construction, commissioning, hydraulic testing, andsatisfactory trials of STP based on SBR Technology Consisting of InletChamber, Screen Chamber, Detritus Tanks, Distribution Chamber andBiological CASP Basins, Sludge Sump, Chlorine Contact Tank, SludgeCentrifuge necessary piping work with required valves, gates, drains,pathways Administration Block cum Laboratory, LaboratoryEquipments, Tools and Plants, Spare Parts, etc. complete with allinvolved civil, electrical and mechanical works, units as per detailedspecification for civil, electrical and mechanical components, etc.complete to achieve BOD < 10 ppm, COD < 50 ppm, TSS < 20 ppm, toget recyclable quality of water for industrial / agricultural purposes. (InCase Cyclic activated sludge plant is designed for N, P outletparameters shall also include TN < 10 ppm, Nh3N < 5 ppm and TP < 1ppm) Fetal Colifom MPN/100 should not be less than 100. as per scopeof work given in Section- 1, vol I and specifications given in Vol II of biddocument.

(i) 2.50 MLD each - 2 Nos.Cost of Sewerage Network (RCC‐NP‐3 class):‐Survey, soil investigations, Design, Supply, Construction, Laying &Jointing of pipelines, Testing & commissioning, Tests after Completionand Handing over of the works of Sewerage Network (RCC-NP-3 class)in various areas including all accessories like manhole chamber,inspection chambers, drop manhole,etc. as per site requirement andcomplete as per scope of work given in Section -1 of Vol I andSpecifications given in Vol II of bid document.

(i) 150 mm (Length- 6500m) 13900502 One Job(ii) 225 mm (Length-14500m) 34904092 One Job(iii) 300 mm (Length- 1350m) 4046429 One Job(iv) 350 mm (Length- 500m) 1804155 One Job(v) 500 mm (Length- 1775m) 8468786 One Job

WS-7 103378000 One Job

WS-8



i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

Applicability of above notes:1 Note i) to vi) shall be applicable for item no. WS-4 and WS-62 Note i) to vii) shall be applicable for item no. WS-83 Note viii) shall be applicable for item no. WS-14 Note ix) & x) shall be applicable for all items

Note:In case there is any increase or decrease in the length (only) than that considered in Bid price, the paymentto the Contractor shall be made on the basis of actual length laid. For this purpose, rate per unit lengthshall be worked out based on total amount qouted in this schedule divided by length of respective pipeline.

If there is any change in height of staging of OHT due to site requirement, the payment to the contract shallbe made as per quote rates. Nothing extra shall be payable or recoverable due to change in height ofstaging.

Per meter rates shall be paid uniformly irrespective of type of soil strata , bedding material, underground,over ground, etc complete.

If there is any change in alignment due to unforeseen reason(s) or due to site difficulties, the payment tothe Contractor shall be made as per qouted rates in per meter basis. Nothing extra shall be payable orrecoverable due to changed circumstances.

Quoted price shall include cost for survey, soil investigation , design/ manufacture, supply, excavation,backfilling, bedding, thrust/ anchor blocks, valve, valve chambers, construction, erection, installation of allpiping and appurtenances, flushing, cleaning and testing after completion as per IS codes andspecifications in bid document, all complte including construction of chambers and any other works as arerequired for the commissioning of the system as directed by EIC / Consultant.

Cost quoted by the bidder shall include cost of lime stabilization also in case of black cotton soil area (ifreqd.)

Diameter of proposed pipeline mentioned here is minimum diameter. However increase in diameter as peractual design will be acceptable without any extra cost. Lesser diameter will not be acceptable.

Quoted price shall include cost for survey, soil investigation , design/ manufacture, supply, excavation,backfilling, bedding, trenchless work, casing pipe, manhole chambers, inspection chambers, drop manhole,etc. installation of all piping and appurtenances, flushing, cleaning and testing after completion as per IScodes and specifications in bid document, all complte including construction of chambers and other worksas are required for the commissioning of the system.

The design of the system will have to be done by the Bidder which will be approved by the EIC / Consultantand if required by them the same will have to be got vetted by the Bidder from any reputed technicalinstitute as per the direction of EIC / Consultant

All the item will have to be completed in all respect to the satisfaction of EIC / Consultant and any otherancillary features not mentioned in Item, specification (but required to complete and commision the work asper the relevant standard) in the same rate and no extra cost will be payable to the bidder on any account.


Electrical VOLUME - IV - BOQ

MPAKVN, INDORE Elect-1

S. NO.

Particulars UNIT Quantity Rate

PART - 2 External Electrical Work

1

Supply, Installation, Testing and Commissioning of 17 Meter Mono Pole (Suspension)including crossarm and their parts with accessories Type (0-2') &Number Plate, DangerPlate , Circuit Plate, 2 Bird Guard/pole and all necessary arrangements and monopoleshould be with earth wire protection and type test certificate from CPRI, as decided byEngineer-in-charge of MPPKVVCL and consultant.

Nos. 2 267267.00

2

Supply, Installation, Testing and Commissioning of 17 Meter Mono Pole (Tention, DoubleSuspension) including crossarm and their parts with accessories Type (2-30')& NumberPlate , Danger Plate , Circuit Plate, 2 Bird Guard/pole all necessary arrangement andmonopole should be with earth wire protection and type test certificate from CPRI, asdecided by Engineer-in-charge of MPPKVVCL and consultant .

Nos. 1 513197.66

3

Supply, Installation, Testing and Commissioning of 17 Meter Mono Pole (Dead-end)including crossarm and their parts with accessories Type (60-90')& Number Plate , DangerPlate , Circuit Plate, 2 Bird Guard/pole all necessary arrangement and monopole shouldbe with earth wire protection and type test certificate from CPRI, as decided by Engineer-in-charge of MPPKVVCL and consultant.

Nos. 1 940713.50

4

Supply, Installation, Testing and Commissioning of RCC Foundation of 17 Meter Monopole,Foundation Nuts-Bolts set along with Anchor plates and template for 17 Meter Monopole .foundation to be approved by Mono pole manufacturer and , MPPKVCL , AKVN, consultantand NABL acredited laboratory .(a)Suspention Monopole (0-2 Deg) No 2 365036.60

(b)Tention (DoubleSuspention) Monopole(2-30 Deg) No 1 1105026.35(c)Dead-end Monopole (60-90Deg)& all necessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

No 1 1917920.52

5

Supply, Installation, Testing and Commissioning of 14 Meter Mono Pole (Suspension)including crossarm and their parts with accessories Type (0-2')& ,Number Plate , DangerPlate , Circuit Plate, 2 Bird Guard/pole all necessary arrangement and monopole shouldbe with earth wire protection and type test certificate from CPRI, as decided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 49 188325.09

6

Supply, Installation, Testing and Commissioning of 14 Meter Mono Pole (Tention, DoubleSuspension) including crossarm and their parts with accessories Type (2-30')Number Plate, Danger Plate , Circuit Plate, Bird Guard & all necessary arrangement and monopoleshould be with earth wire protection and type test certificate from CPRI, as decided byEngineer-in-charge of MPPKVVCL and consultant.

Nos. 5 362218.05

7

Supply, Installation, Testing and Commissioning of 14 Meter Mono Pole (Dead-end)including crossarm and their parts with accessories Type (60-90')Number Plate , DangerPlate , Circuit Plate, Bird Guard & all necessary arrangement and monopole should bewith earth wire protection and type test certificate from CPRI, as decided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 4 651937.01

8

Supply, Installation, Testing and Commissioning of RCC Foundation of 14 Meter Monopole,Foundation Nuts-Bolts set along with Anchor plates and template for 14 Meter .foundationto be approved by Mono pole manufacturer and MPPKVCL , AKVN, consultant and NABLacredited laboratory .(a)Suspention Monopole (0-2 Deg) No 49 226835.38(b)Tention (DoubleSuspention) Monopole(2-30 Deg) No 8 705233.59(c)Dead-end Monopole (60-90Deg)& all necessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

No 7 1146489.97

9

Supply, Installation, Testing and Commissioning of Earthing of monopole comprising of 3meter long ISI marked B class 40 MM Dia GI Pipe along with GI Flat 50x6mm as perdrawing attached& all necessary arrangement as decided by Engineer-in-charge ofMPPKVVCL and consultant

Set 61 3693.13

10Supply, Installation, Testing and Commissioning of Arrangement for installation of 33 KV LA(Station type) on Monopole & all necessary arrangement as decided by Engineer-in-chargeof MPPKVVCL and consultant

No. 6 6465.44

11Supply, Installation, Testing and Commissioning of Single suspension Strain Set for AAACPanther Conductor& all necessary arrangement as decided by Engineer-in-charge ofMPPKVVCL and consultant

Set 318 1428.46

12Supply, Installation, Testing and Commissioning of Double Tension Strain Set for AAAPanther Conductor& all necessary arrangement as decided by Engineer-in-charge ofMPPKVVCL and consultant

Set 80 3535.73



S. NO.


13Supply, Installation, Testing and Commissioning of Mid span compression Joints suitablefor AAA Panther conductor 200 sq mm & all necessary arrangement as decided byEngineer-in-charge of MPPKVVCL and consultant

No. 55 667.01

14Supply, Installation, Testing and Commissioning of 200 sq mm AAA PantherConductor,Repairing Sleeve ,Suspention Damper suitable as per specifications& allnecessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

KM 40 429209.92

15SITC of FENCING OF S/S LAND WITH BARBED WIRE as per as per (dwg no misc. 22)MPPKVVCL drawing with all necessary arrangement as decided by Engineer-in-charge ofMPPKVVCL and consultant

RM 290 690.01

16SITC of YARD FENCING WITH CHAIN LINK MESH OVER RCC BEAM as per (dwg nomisc. 5) and MPPKVVCL drawing with all necessary arrangement structure as decided byEngineer-in-charge of MPPKVVCL and consultant

RM 350 3873.46

17SITC of MS MAIN AND WICKET GATE ON RCC COLUMN using ms pipe of size 50 x50x2 mm and 25x25x2 mm including all necessary arrangement (as per DWG no misc. 6) asdecided by Engineer-in-charge of MPPKVVCL and consultant

job 2 56232.46

18

SITC of CONTROL ROOM of size (8.00 X 6.00mm) & INTERNAL ELECTRIFICATIONWORK (as per dwg no.1,2,3 and 4 )and TOILET FOR STAFF AND CONSUMERSINCLUDING SEPTIC TANK ( as per dwg no.14) as per MPPKVVCL drawing with allnecessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 2 896270.11

19SITC of MS SIGN BOARD, BAY INDICATION BOARD & RYB PHASE INDICATIONBOARD (as per dwg no.7) as per MPPKVVCL drawing with all necessary arrangementas decided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 2 12255.92

20

SITC of YARD LEVELING AND METALLING of substation area incuding 1 layer of 6 mmdown crushed stone 40 mm below of ground level,one layer of sand crusher dust withcement of ratio 1:2:17 ABOVE 75MM FROM GROUND LEVEL AND ABOVE THIS LAYER80mm thick layer of 63 mm meal (as per dra no. Misc-10) as per MPPKVVCL drawingwith all necessary arrangement as decided by Engineer-in-charge of MPPKVVCL andconsultant

job 2 365836.17

21SITC of APPROACH ROAD (WBM) WITH HUME PIPE CULVERT (AS PER DWGNO.11,12,13) as per MPPKVVCL drawing with all necessary arrangement as decided byEngineer-in-charge of MPPKVVCL and consultant

Nos. 2 93530.93

22

SITC of APPROACH ROAD , MADE BY 60 MM THICK FACTORY MADE CEMENTCONCRETE PAVER BLOCK OF M-30 GRADE,ALONG THE CABLE TRENCHES UPTOVARIOUS EQUIPMENTS IN THE YARD as per MPPKVVCL drawing with all necessaryarrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

Sqm 120 549.70

23

SITC of 60 MTR. DEEP 150 MM DIA TUBE WELL INCLUDING CASING with 1000 LITERP/F SINTEX OVERHEAD TANK & GI PIPE (WITH LENGTH OF 125 MTRS) FITTING FORWATER SUPPLY INCLUDING WATER TAP(17 NO.) NEAR TRANSFORMER NEUTRALEARTHING and PROVIDING AND FIXING 5HP SUBMERSIBLE PUMP as perMPPKVVCL drawing with all necessary arrangement as decided by Engineer-in-charge ofMPPKVVCL and consultant

Nos. 2 273564.76

24

SITC of PROVIDING & FIXING PERFORATED CABLE TRAY 300 MM WIDE & 2 MMTHICK FIXED ON 45X45X5 MM M.S. ANGLE STAND GROUTED IN C.C 1:24 (AS PERDWG NO. MISC -8)as per MPPKVVCL drawing with all necessary arrangement asdecided by Engineer-in-charge of MPPKVVCL and consultant

RM 100 1524.46

25

SITC of PROVIDING AND FIXING EARTH PIT OF BRICK MASSONERY 0.6 X 0.6 MINNER SIZE WITH FLAG STONE COVER FOR WATERING SYSTEM FOR 18 NO EARTHPITS as per MPPKVVCL drawing with all necessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

No 36 1824.07

26Constuction of RCC cable treanch with cover in yard approximate 750x650mm size withangle of 65x65x5 mm at one meter distance each as decided by engineer in charge ofMPKVVCL and consultant

Mtr. 300 1499.70

27SITC of FIRE DETECTION EQUIPMENT as per (as per Dwg no. misc -9)MPPKVVCLdrawing with all necessary arrangement as decided by Engineer-in-charge of MPPKVVCLand consultant

No 2 21992.81



S. NO.


28

Supply, installation, testing & commissioning of 33/11 KV, 5 MVA Power Transformer lowloss (4KW+21KW) with OFF LOAD TAP CHANGER of manufacture design to be approvedfrom consultant with all necessary arrangement of clamp, connector, interconnection,earthing, operating, fixing, arrangement for neutral support on existing structure andconcreting (with ratio 1:3:6) of foundation of Transformer @15cmt per foundation asdecided by Engineer-in-charge of MPPKVVCL and consultant Includinga)Approval ofestimate from MPPKVVCO LTD, Comparison of the BOQ in the tender with sanctionedestimate , approval by MPAKVN (I) Ltd authority and final b)Testing of entries installation asper IE rule 1956(amended) HI-Pot Testing and IR testing of cable/wire /conductor throughMPAKVN approved agency and final approved from electrical inspector for chargingc) Handing over the system to MPPKVVCO with as built drags

No 4 3237410.65

29

Supply, installation, testing & commissioning of 33KV VCB (for incomer and LILO ) with CThaving ratio 300-150/5-5 with 0.5 class accuracy and concreting (with 1:3:6) of foundationfor VCB @3.5cmt per foundation and Control & relay panel with SCADA Compatible forcomprising of combined O/C & EFR aux Feeder protection Relay, annunciation and alarmsystem I.L.P.B with required structure & arrangement for control & relay cable etc. as permanufacturer design as decided by Engineer-in-charge of MPPKVVCL and consultant

No 6 411839.00

30

Supply, installation, testing & commissioning of 33KV VCB(Tansformer Protection) with CTshaving ratio 200-150/5 with 0.5 class accuracy and concreting (with 1:3:6) of foundation forVCB @3.5cmt per foundation and Control & relay panel comprising of SCADA COmpatiblecombined O/C & EFR aux relay for Bucholze transformer diff protection relay , annunciationand alarm system I.L.P.B with required structure & arrangement for control & relay cableetc. capable for full requirement for parallel operation with all necessary arrangement ofclamp, connector, interconnection, earthing, operating handle fixing arrangement onexisting structure as decided by Engineer-in-charge of MPPKVVCL and consultant

No 4 478997.70

31

Supply, installation, testing & commissioning of 11KV VCB (for transformer protection with 2core oil immersed CTs having ratio 300-150/5 with 0.5 class accuracy) and concreting (with1:3:6) of foundation for VCB @3.5cmt per foundation and Control & relay panel withSCADA Compatible for Trnasformer required structure & arrangement as per manufacturedesign as decided by Engineer-in-charge of MPPKVVCL and consultant.

No 4 304312.27

32

Supply, installation, testing & commissioning of 11KV VCB (for feeder protection with oilimmersed CTs having ratio 200/100/5) with auto re-closure and 2 nos. Control & relay panelwith required structure & arrangement on R.C.C Foundation @3.50cmt as per manufacturerdesign as directed/decided by Engineer-in-charge of MPPKVVCL and consultant.

No 12 304687.81

33

Supply, installation, testing & commissioning of ACDB one no. & DCDB one no. with I/c &O/g M.C.B. for 33/11 KV (8 & 5) MVA grid substation & all the connecting D.B. for meterwith stand and all necessary arrangement of clamp, connector ,interconnection , earthingdecided by Engineer-in-charge of MPPKVVCL and consultant

No 2 9953.14

34

Supply, Installation, Testing and Commissioning of H.T. Electronic Meter with TTB (TestTerminal Block) and HT meter box for S/s metering 3-phase 4-wire 3x63.5 Volts Ib=5ampsImax=10amps, HT trivector meter class of accuracy 0.5s DLMS Compliant category Ameters along with GSM (GPRS compatible) modems, as decided by Engineer-in-charge ofMPPKVVCL and consultant

No 20 16644.41

35

Supply, Installation, Testing and Commissioning of 11 KV 1500 KVAR auto switchcapacitor bank including associate equipment such as 11 KV vaccum circuit breaker,control panel 11 KV outdoor current transformer with edequate mwtering & protection classof service bus and equipment isolater with earth switch maching RVT suitable gaplesslighting arrestors necessary cabels with RCC foundation for successfulul commissiningcomplete as decided by Engineer-in-charge of MPPKVVCL and consultant

No 2 1145889.23

36Supply, Installation, Testing and Commissioning of 30 Volts 100AH Lead acid Battery withcharger, required stand and all necessary arrangement of clamp, connector,interconnection, earthing as decided by Engineer-in-charge of MPPKVVCL and consultant

No 2 40724.58

37

Supply, Installation, Testing and Commissioning of 33KV Isolator (600A)turn and twist typeswitch without earth switch complete with all necessary arrangement of clamp, connector,interconnection , earthing, operating handle fixing arrangement with concreting (1:3:6) ofisolator support structure @ 0.1 CMT / structure as decided by Engineer-in-charge ofMPPKVVCL and consultant

No 16 39882.70



S. NO.


38

Supply, Installation, Testing and Commissioning of 11KV Isolator (800A) )turn and twist type switch without earth switch complete with all necessary arrangement of clamp, connector,interconnection , earthing, operating handle fixing arrangement with concreting (1:3:6) ofisolator support structure @ 0.1 CMT / structure as decided by Engineer-in-charge ofMPPKVVCL and consultant

No 24 28386.13

39

Supply, Installation, Testing and Commissioning of 27KV Gapless type (30KA) PolymerLightning Arrestors (L.A.) for 33/11 KV S/s complete with all necessary arrangement ofclamp, connector ,interconnection , earthing as decided by Engineer-in-charge ofMPPKVVCL and consultant

No 42 2887.97

40

Supply, Installation, Testing and Commissioning of 9KV Gapless type (10KA) PolymerLightning Arrestors (L.A.) for 33/11 KV S/s complete with all necessary arrangement ofclamp, connector ,interconnection , earthing as decided by Engineer-in-charge ofMPPKVVCL and consultant

No 48 1444.40

41

Supply, Installation, Testing and Commissioning of 33KV oil immersed 3 phase 4wire CT-PT Metering units having ratio 400/200/5 with 0.5 class accuracy with control & relay cableand all necessary arrangement of clamp, connector ,interconnection , earthing as decidedby Engineer-in-charge of MPPKVVCL and consultant

No 8 66667.61

42Supply, Installation, Testing and Commissioning of 3-phase 11KV CT-PT Metering unit withcontrol & relay cable and all necessary arrangement of clamp, connector ,interconnection ,earthing as decided by Engineer-in-charge of MPPKVVCL and consultant

No 12 306893.20

43

Supply, Installation, Testing and Commissioning of Outdoor type 33KV/110V single phasepotential transformer (PT) for all three phase used as per MPPKVVCL's specifications withall necessary arrangement of clamp, connector, interconnection, earthing, as decided byEngineer-in-charge of MPPKVVCL and consultant

No 12 9368.77

44

Supply, Installation, Testing and Commissioning of Outdoor type 11KV/110V single phasepotential transformer (PT) as per MPPKVVCL's specifications with all necessaryarrangement of clamp, connector ,interconnection , earthing as decided by Engineer-in-charge of MPPKVVCL and consultant

No 12 16785.55

45

Supply, Installation, Testing and Commissioning of Outdoor type 11KV/110V single phasepotential transformer (PT) as per MPPKVVCL's specifications with all necessaryarrangement of clamp, connector ,interconnection , earthing as decided by Engineer-in-charge of MPPKVVCL and consultant

No 12 16785.55

46SITC of 70 SQ.mm. single core XLPE insulated un armoured aluminium conductor cablewith cable tags , ferulles etc as decided by Engineer-in-Charge of MPPKVVCL andconsultant

Mtr. 1600 50.35


Mtr. 1500 89.97


Mtr. 400 184.88

49Supply, Installation, Testing and Commissioning of 4-core 16Sqmm PVC aluminium cablewith all necessary arrangement as decided by Engineer-in-charge of MPPKVVCL andconsultant

Mtr. 240 64.38

50Supply, Installation, Testing and Commissioning of 2-core 2.5Sqmm PVC aluminium cablewith all necessary arrangement as decided by Engineer-in-charge of MPPKVVCL andconsultant

Mtr. 240 29.71

51Supply, Installation, Testing and Commissioning of control cable :-2.5sqmm 8 core Un-armoured with all necessary arrangement as decided by Engineer-in-charge ofMPPKVVCL and consultant

Mtr. 2400 126.28

52Supply, Installation, Testing and Commissioning ofcontrol cable :-2.5sqmm 4 core Un-armoured with all necessary arrangement as decided by Engineer-in-charge ofMPPKVVCL and consultant

Mtr. 1600 66.03

53Supply, Installation, Testing and Commissioning of control cable :-2.5sqmm 2 core Un-armoured with all necessary arrangement as decided by Engineer-in-charge ofMPPKVVCL and consultant

Mtr. 800 36.32

54Supply and Installation of Tee clamps & P.G. Clamps for panther run panther tap asdecided by Engineer-in-charge of MPPKVVCL and consultant

No 300 791.53

55Supply and Installation of Bi- metallic clamps as decided by Engineer-in-charge ofMPPKVVCL and consultant

No 200 497.70

56Supply, Installation, Testing and Commissioning of sodium vapour lamp 250 watt Lampcomplete with all necessary arrangementas decided by Engineer-in-charge of MPPKVVCLand consultant

No 10 7487.76



S. NO.


57

SITC of REMOTE TERMINAL UNIT (RTU) INCLUDING SOFTWARE FOR 2 NO. POWERTRANSFORMER with SHIELD CABLE FROM CONTROL PANNEL TO RTU PANEL andRTU BASE AND FOUNDATION (BASE SHOULD BE CAPABLE OF WITH STANDING 200KG. LOAD )drawing with all necessary arrangement as decided by Engineer-in-charge ofMPPKVVCL and consultant

No 2 1716325.55

58SITC of Buchholz relay contact and minimum oil guage (MOG) contcts drawing with allnecessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

No 4 11199.45

59SITC of SCADA COMPATIBLE WINDING TEMP. INDICATOR and SCADA COMPATIBLEOIL TEMP. INDICATOR drawing with all necessary arrangement all necessaryarrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

No 4 24418.57

60SITC of DC VOLTAGE TRANSDUCER drawing with all necessary arrangement allnecessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

No 2 1491.44

61SITC of ELECTRIMECHANICAL ISOLATOR CONTACTS drawing with all necessaryarrangement all necessary arrangement as decided by Engineer-in-charge ofMPPKVVCL and consultant

No 40 2358.91

62SITC of MULTI FUNCTION TRANSDUCER drawing with all necessary arrangement allnecessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

No 36 10005.14

63SITC of CONTACT MULTIPLYING RELAY (CMRs) drawing with all necessaryarrangement all necessary arrangement as decided by Engineer-in-charge ofMPPKVVCL and consultant

No 350 1017.68

64SITC of HEAVY DUDY RELAY FOR CB TRIP/CLOSE drawing with all necessaryarrangement all necessary arrangement as decided by Engineer-in-charge of MPPKVVCLand consultant

No 104 6006.22

65SITC of ROUTER , SWICTH and 2 MBPS VPN LINK FOR CONNECTIVITY FOR S/S WITHSCADA CONTROL CENTER drawing with all necessary arrangement as decided byEngineer-in-charge of MPPKVVCL and consultant

No 2 149670.12

66SITC of LDMS (LOCAL DISPLAY MONITORING SYSTEM with LDMS SOFTWAREdrawing with all necessary arrangement as decided by Engineer-in-charge of MPPKVVCLand consultant

No 2 146223.37

67SITC of LESER PRINTER drawing with all necessary arrangement as decided byEngineer-in-charge of MPPKVVCL and consultant

No 2 18223.34

68SITC of 48 VOLT DC POWER SUPPLY (DCPS) SYSTEM BASED ON SMPS FOR RTU &COMMUNICATION EQUIPMENT WITH 80 AH BATTRY drawing with all necessaryarrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

No 2 100320.42

69SITC of CAT 6 cable for SCADA system at 33/11 KV substation drawing with all necessaryarrangement all necessary arrangement as decided by Engineer-in-charge of MPPKVVCLand consultant

Mtr. 300 71.81

70SITC of 2 KVA UPS (for LDMS with 160AH battery with MS stand )all necessaryarrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

No 2 130878.92

71SITC of AAAC PANTHER CONDUCTOR 0.20 SQ. INCH (200 SQ.MM AL.EQ.) drawingwith all necessary arrangement as decided by Engineer-in-charge of MPPKVVCL andconsultant

km 1.6 122786.99

72SITC of 11/0.433 KV Conventional STAR RATTED TYPE 200 KVA transformer 3 starrated (convensional type) as per MPPKVVCL drawing with all necessary arrangement asdecided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 10 189041.09

73SITC of 11/0.433 KV Conventional STAR RATTED TYPE 100 KVA transformer(convensional type) as per MPPKVVCL drawing with all necessary arrangement asdecided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 17 111324.25

74Supply, Installation, Testing and Commissioning of HT Bi-metallic Clamp for DTR and LT Bi-metallic Clamp for DTR as decided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 78 66.03

75Supply, Installation, Testing and Commissioning of LT Bi-metallic Clamp for DTR asdecided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 104 115.55

76

Supply, Installation, Testing and Commissioning of H-Beam 152x152mm 37.1Kg/mtr 13mtrlong including excavation and concreting work for erection of H-Beam pole (includingdigging and muffing) with base padding of 1:3:6 concrete mix and back filling with boulderand concrete mix (@0.65cmt minimum concrete quantity per pole separately) with two coatsof red oxide and aluminium paint & all necessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 445 25957.89



S. NO.


77

Supply, Installation, Testing and Commissioning of H-Beam 152x152mm 37.1Kg/mtr 11mtrlong and concreting and excavation work for erection of H-Beam pole (including digging and muffing) with base padding of 1:3:6 concrete mix and back filling with boulder and concretemix (@0.65cmt minimum concrete quantity per pole separately) with two coats of red oxideand aluminium paint & all necessary arrangement as decided by Engineer-in-charge ofMPPKVVCL and consultant

Nos. 362 22402.19

78

Supply, Installation, Testing and Commissioning of H-Beam 152x152mm 37.1Kg/mtr 9mtrlong including concreting and excavation work for erection of H-Beam pole (includingdigging and muffing) with base padding of 1:3:6 concrete mix and back filling with boulderand concrete mix (@0.65cmt minimum concrete quantity per pole separately) with two coatsof red oxide and aluminium paint & all necessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 80 18847.32

79

Supply, Installation, Testing and Commissioning of H-Beam 152x152mm 37.1Kg/mtr 7mtrlong including concreting and excavation work for erection of H-Beam pole (includingdigging and muffing) with base padding of 1:3:6 concrete mix and back filling with boulderand concrete mix (@0.65cmt minimum concrete quantity per pole separately) with two coatsof red oxide and aluminium paint & all necessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 16 15292.46

80

Supply, Installation, Testing & Commissioning of H-Beam 152x152mm, 37.1KG/meter,2.9mtr long for support of Isolator operating handle(2.9mtr long/ handle for 11KV (24nos)and 33KV (16 nos)side, total nos. of handle is 40) including concreting and excavationwork for erection of H-Beam 2.9 mtr piece (including digging and muffing) with basepadding of 1:3:6 concrete mix and back filling with boulder and concrete mix (@0.65cmtminimum concrete quantity per piece separately) with two coats of red oxide and aluminiumpaint & all necessary arrangement as decided by Engineer-in-charge of MPPKVVCL andconsultant

Nos. 40 7861.65

81Supply, Installation, Testing and Commissioning of Rail pole 2.5 mtr long, 52 Kg/meter forTransformer plinth construction as decided by Engineer-in-charge of MPPKVVCL

Nos. 8 6368.55

82Supply, Installation, Testing and Commissioning of R.S.JOIST 175X85MM-9.3 MTR.LONG,19.6Kg /mtr with conreting of poles @ 0.3 cmt for pole (base padding + muffing)all necessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 325 8804.22

83

Supply, Installation, Testing and Commissioning of Stay Set 16mm complete with stay wire7/3.15mm (5.5Kg stay wire per stay set) & stay clamp & buckles and concreting andexcavation work for erection of stay @0.2cmt minimum concrete quantity per stay) asdecided by Engineer-in-charge of MPPKVVCL and consultants decided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 498 1937.14

84

Supply, Installation, Testing and Commissioning of Stay Set 20mm complete with stayclamps MS flat 65x8 MM stay wire 7/4.0mm (8.5Kg stay wire per stay set) & buckles andconcreting and excavation work for erection of stay @0.3cmt minimum concrete quantityper stay) as decided by Engineer-in-charge of MPPKVVCL and consultants decided byEngineer-in-charge of MPPKVVCL and consultant

Nos. 307 2918.51

85

Supply, Installation, Testing and Commissioning of 11 KV 'V' Cross arm angle type(65x65x6mm angle) with all accessories (nuts & bolts ) which are necessary to installed 'V'Cross arm like, nuts and bolts & binding wire and tape,back clamps(65x6mm flat)Topclamps ,paint etc for a separate H-Beam pole and two coats of red oxide and aluminiumpaint as decided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 256 1444.40

86

Supply, Installation, Testing and Commissioning of 33 KV 'V' Cross arm angle type(75x75x6mm angle) with all accessories (nuts & bolts ) which are necessary to installed 'V'Cross arm like, nuts and bolts & binding wire and tape,back clamps(65x6mm flat),Topclamps paint etc for a separate H-Beam pole and two coats of red oxide and aluminiumpaint as decided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 630 1783.62

87SITC of 11KV polymer type Lightening Arrestor as decided by Engineer-in-charge ofMPPKVVCL and consultant

Nos. 81 1444.40

88Supply, Installation, Testing and Commissioning of 11 KV D.O. Fuse Unit complete ,D.O.mounting channel(75X40X6mm) with Nut Bolt and H Beam Clamp ,2 coat red oxide andaluminium paint as decided by Engineer-in-charge of MPPKVVCL and consultant

set 27 4219.29

89Supply, Installation, Testing and Commissioning of x-mer belting with 50x50x6mm with twocross fixing channels with nut bolts , as decided by Engineer-in-charge of MPPKVVCL andconsultants

Set 27 2523.98



S. NO.


90

Supply, Installation, Testing and Commissioning of MS DC cross arm 100x50mm 5.2 meterlong for two on each set for top cross arm, middle cross arm, lower cross arm, with TensionPatti & back clampsother necessary material ( nuts and bolts and two coat of red oxide &aluminium paint ) for 11 KV side and 33 KV side all necessary items as decided byEngineer-in-charge of MPPKVVCL and consultants

Set 168 6488.23

91

Supply, Installation, Testing and Commissioning of 33 KV DC Cross arm of ISMC channelof 100x50x6mm suitable for 5' centre DP with clamps suitable for 152x152mm.37.1 kg /mtr13 mtr long h-beam and jumper support for 33 KV/11KV structure side with nuts & boltswith all necessary as decided by Engineer-in-charge of MPPKVVCL and consultant

Set 63 4910.13

92

Supply, Installation, Testing and Commissioning of DC Cross arm of ISMC channel of100x50x6mm suitable for 8' centre DP with clamps suitable for 152x152mm.37.1 kg /mtrusing h-beam 33KV/11 KV S/S and x-mer mounting with nuts & bolts,tension patti ,redoxide paint and all nessasary items decided by Engineer-in-charge of MPPKVVCL andconsultant

Set 107 4473.51

93

Supply, Installation, Testing and Commissioning of 11 KV DC Cross arm of ISMC channelof 100x50mm suitable for 4' centre DP with 2 pair of clamps suitable and Strain platefor H-Beam including nuts & bolts as decided by Engineer-in-charge of MPPKVVCL andconsultant

Set 28 3941.14

94Supply, Installation, Testing and Commissioning of Horizontal and cross bracing 5' centerangle (65x65x5mm)with set of four clamps suitable for H-Beam including nuts & bolts asdecided by Engineer-in-charge of MPPKVVCL and consultant

Set 43 3313.86

95Supply, Installation, Testing and Commissioning of Horizontal and cross bracing 8' centerangle (65x65x5mm) with set of clamps suitable for H-Beam including nuts & bolts asdecided by Engineer-in-charge of MPPKVVCL and consultant

Set 20 4236.62

96Supply, Installation, Testing and Commissioning of Horizontal and cross bracing 4' centerangle (65x65x5mm) with set of clamps suitable for H-Beam including nuts & bolts asdecided by Engineer-in-charge of MPPKVVCL and consultant

Set 28 3436.84

97Supply, Installation, Testing and Commissioning of 33KV Polymer Pin insulator with allnessecary itoms including nuts & bolts as decided by Engineer-in-charge of MPPKVVCLand consultant

Nos. 1745 402.78

98Supply, Installation, Testing and Commissioning of 11KV Polymer Pin insulator as decidedby Engineer-in-charge of MPPKVVCL and consultant

Nos. 764 170.03

99Supply, Installation, Testing and Commissioning of 33KV Disc insulator (Polymer) withstrain hardware fitting for 33 KV line side as decided by Engineer-in-charge ofMPPKVVCL and consultant

Nos. 366 425.89

100

Supply, Installation, Testing and Commissioning of 33KV 45 KN Disc insulator (Polymer)long rod type with composite polymer strain set with hardware suitable for pantherconductor fitting for 33 KV and 11 KV side in substation as decided by Engineer-in-chargeof MPPKVVCL and consultant

Nos. 250 638.84

101Supply, Installation, Testing and Commissioning of 11KV Disc insulator (Polymer) long rodtype with strain hardware fitting (T & c type )as decided by Engineer-in-charge ofMPPKVVCL and consultant

Nos. 299 230.28

102Supply, Installation, Testing and Commissioning of Earthing Coil (coil of 115 turns of 50mmdia and 2.5mtr lead of 4.0mm G.I. wire) as decided by Engineer-in-charge of MPPKVVCLand consultant

Nos. 837 128.76

103Supply and Installation of 11 KV AB Switch three phase 600AMP TP gang operated asdecided by Engineer-in-charge of MPPKVVCL and consultant

set 25 5458.17

104Supply, Installation, Testing and Commissioning of Earthing of DTR as per Schedule G-1(for black cotton soil) as decided by Engineer-in-charge of MPPKVVCL and consultant

set 27 10327.85

105

Supply, Installation, Testing and Commissioning of Pipe Earthing GI pipe 40 mm., B class (3 mtr. Each pipe) pit size (2x1.5x3m=9cu m) including earthing chemical,laying for GI strip40x5/50x5mm with chamber cover in 33/11 KV S/S as per IS:3043 for transformer bodyand DTR transformer body LA, CT/PT ME, Pole structure, equipments, metal part ofelectrical encloser and mesh earthing for obetaining earth resistance less than 1 ohm (totalno of earthing pits 33 nos in each substation )as decided by Engineer-in-charge ofMPPKVVCL and consultant

job 2 288634.37

106

Supply, Installation, Testing and Commissioning of Earthing of power Transformer neutralwith 2 nos. 50x5mm copper strip, 3 nos. 11KV pin insulators mounted on 100x50mm MSchannel support and aluminium pad clamp with 2 nos. bi-metallic strips for twin Pantherconductor and AAA conductor as decided by Engineer-in-charge of MPPKVVCL andconsultant

Nos. 0 10327.85



S. NO.


107Supply and Installation of 33KV/11KV/0.433KV Danger Board complete set with allnecessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

Nos. 658 60.25

108Supply and Installation of Anti Climbing devices (Barbed wire 2.24mm Dia (14 SWG) (3.5Kgwire per pole) complete with all necessary arrangement as decided by Engineer-in-chargeof MPPKVVCL and consultant

Nos. 765 240.18

109

Supply and Installation of L.T. distribution Box for 100 KVA x-mer(without TPN switches )with MCCB on incoming and PF units on outgoing side with 2 nos D.B. Mounting channel(75x40x6mm) and back clamp as decided by Engineer-in-charge of MPPKVVCL andconsultant

Nos. 17 16665.87

110

Supply and Installation of L.T. distribution Box for 200 KVA x-mer(without TPN switches )with MCCB on incoming and PF units on outgoing side with D.B. Mounting channel(75x40x6mm) and back clamp as decided by Engineer-in-charge of MPPKVVCL andconsultant

Nos. 10 27348.63

111SITC of Three phase meter 20-80 Amps.with L.S. & TOD Facility with box, ferulles DTRmeter etc as decided by Engineer-in-Charge of MPPKVVCL and consultant

no 27 16666.70

112SITC of AAAC conductor rabbit for jumper decided by Engineer-in-Charge of MPPKVVCLand consultant

Mtr. 810 28.89

113SITC of AAAC dog conductor (100 Sq.mm. AL:.Eq.) with 3% sag as decided by Engineer-in-Charge of MPPKVVCL and consultant

Kms 93 53509.56

114Supply, Installation, Testing and Commissioning of Jointing sleeves suitable for 100 SqmmAluminium conductor equivalent to AAAC with all necessary arrangement as decided byEngineer-in-charge of MPPKVVCL and consultant

Nos. 160 140.31

115SITC of AAAC Raccoon conductor with 3% sag as decided by Engineer-in-Charge ofMPPKVVCL and consultant

Kms 46.5 43367.42

116Supply, Installation, Testing and Commissioning of Jointing sleeves suitable for 80 SqmmAluminium conductor equivalent to AAAC with all necessary arrangement as decided byEngineer-in-charge of MPPKVVCL and consultant

Nos. 90 146.09

117Supply, Installation, Testing and Commissioning of 33 KV Guarding channel 75x40x6 mmincluding nut bolts ,hardware with all necessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

set 2 2741.05

118Supply, Installation, Testing and Commissioning of 33 KV Guarding channel 75x40x6 mmincluding nut bolts ,hardware with all necessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

set 2 2265.64

119Supply, Installation, Testing and Commissioning of GI Wire 8 SWG (9.8 mtr/kg) with allnecessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

Kgs 48 61.90

120Supply, Installation, Testing and Commissioning of GI Wire 6 SWG (9.8 mtr/kg) with allnecessary arrangement as decided by Engineer-in-charge of MPPKVVCL and consultant

Kgs 100 61.90

121SITC of A.B Cable hanging clamps/ tension clamps (Galvanized) and Suspension Clampwith attachmentdecided by Engineer-in-Charge of MPPKVVCL and consultant

no 320 915.34

122SITC of Tension Clamp (Dead end Clamp) with attachment and clamp for neutral tdecidedby Engineer-in-Charge of MPPKVVCL and consultant

no 120 1801.78

123SITC 33 KV 3 Core 3x300 Sqmm XLPE Cable decided by Engineer-in-Charge ofMPPKVVCL and consultant as decided by Engineer-in-Charge of MPPKVVCL andconsultant

Mtr. 2400 1518.68

124SITC Piercing connector Type-I for single phase/three phase(Main 16-50 sq.mm. tape- of16-50 sq.mm) decided by Engineer-in-Charge of MPPKVVCL and consultant as decidedby Engineer-in-Charge of MPPKVVCL and consultant

Nos. 960 84.19

125SITC Piercing connector Type-II (Main 16-50 sq.mm. tape- of 16-50 sq.mm)decided byEngineer-in-Charge of MPPKVVCL and consultant as decided by Engineer-in-Charge ofMPPKVVCL and consultant

No. 640 34.67

126SITC1100 Volts Grade Aerial bunched XLPE Cable including 5 % sag ,3 X 50 + 1 X 16 +1 X 35 sq.mm.decided by Engineer-in-Charge of MPPKVVCL and consultant

Km 16.8 120587.38

127SITC Spring Loaded bus-bar system suitable for 1 incoming 6 outgoing 1-phase circuit asdecided by Engineer-in-Charge of MPPKVVCL and consultant

Nos. 80 128.76

128SITC Spring Loaded bus-bar system suitable for 1 incoming 3 outgoing 3-phase circuitdecided by Engineer-in-Charge of MPPKVVCL and consultant

Nos. 160 1211.64

129SITC of GI Pipe 150 mm B Grade under track decided by Engineer-in-Charge ofMPPKVVCL and consultant

Mtr. 100 1199.26

130SITC of GI Pipe 150 mm A Grade under track decided by Engineer-in-Charge ofMPPKVVCL and consultant

Mtr. 32 1006.95



S. NO.


131SITC of Heat shrinkable cable jointing kit with lugs for 33 kV grade XLPE cable for 3 core300 sq mmas decided by Engineer-in-Charge of MPPKVVCL and consultant

set 8 29357.59

132SITC of Heat shrinkable cable (straight through) jointing kit with lugs for 33 kV grade XLPEcable for 3 core 300 sq mmas decided by Engineer-in-Charge of MPPKVVCL andconsultant

set 4 31539.86

133SITC of earthing set for 33 cabling as decided by Engineer-in-Charge of MPPKVVCL andconsultant

Nos. 4 4695.53

134SITC of cable marker ,G.I. wires 6 SWG ,Bi-metallic clamps,M.S.nuts and bolts ,MS flat,Concreting of cable marker @ 0.2 Cmt.per cable marker for 33 KV cabling schule asdecided by Engineer-in-Charge of MPPKVVCL and consultant

LS 1 45411.86

135SITC of PVC/HDPE Pipe 8" Dia as decided by Engineer-in-Charge of MPPKVVCL andconsultant

Mtr. 100 999.52

136SITC of Bhatta Bricks for covering over sand filling as decided by Engineer-in-Charge ofMPPKVVCL and consultan

Nos. 30000 5.78

137SITC of Sundries as M-Seal Putty, LPG,Kerocin etc. as decided by Engineer-in-Charge ofMPPKVVCL and consultant

Ls 1 14995.32

138SITC of kaccha cable trench 1200DX1500W digging ,back filling and sand filling as decidedby Engineer-in-Charge of MPPKVVCL and consultant

Mtr. 600 399.48

STREET LIGHT

139

SITC of 3-phase and neutral 415V, 4-wire free standing plinth Mounted Street Light controlpanel (double door type) made out of 12/14SWG MS sheet after seven tank Process andpainting with Epoxy Powder coating as per detailed technical specifications. The meteringshall be provided as specified. The panel shall have short circuit withstanding capacity ofminimum 35KA and consist of the switchgears as mentioned below (1) 100- 200 A TPNMCCB as incomer - 1 no. ,(2) kWH meter - 1 no., (3) 24 Hrs. & 7 Days (real time clock)Digital Timer - 1 No.,(4) RYB indicating LED lamps with fuses - 1 Set ,(5) 3-Pole Contactorof 32A - 6 nos. ,(6) 32A SPN MCCB as outgoing - 6 nos. with foundation for mountingRoad Lighting control panel of size 1400 (W) x 450 (D) x 550 (H) mm, 150mm as decidedby Engineer-in-charge of MPAKVN and consultant

Nos. 22 55000.00

140

SITC of POLE JUNCTION BOX :(1) Outdoor type, weather proof Junction Box of size 200(W) x 200 (H) x 100 (D) mm made out of 2.5 mm thick CRCA Sheet (minimum) with doorout of 14 SWG CRCA Sheet having 2 nos. knobs, padlocking arrangement, 3mm thickGland Plate shrouded with transparent poly carbonate sheet with IP-55 degree of protectionand powder coat painted and equipped with the following :-NOTE : Junction Box meant for cable LOOP IN & LOOP OUT arrangement should besuitable for mounting on existing single arm swaged poles (a) 6-terminal connectors ,(b)6A,10 KA, SP (one Pole) MCB mounted on C-channel = 1 no. ,(c) Neutral Link = 1 no.

Nos. 592 900.00

141

SITC of Outdoor type, weather proof Junction Box of size 200 (W) x 200 (H) x 100 (D) mmmade out of 2.5 mm thick CRCA Sheet (minimum) with door out of 14 SWG CRCA Sheethaving 2 nos. knobs, padlocking arrangement, 3mm thick Gland Plate shrouded withtransparent poly carbonate sheet with IP-55 degree of protection and powder coat paintedand equipped with the following :-NOTE : Junction Box meant for cable LOOP IN & LOOP OUT arrangement should besuitable for mounting on existing street light poles (a) 6-terminal connectors , (b) 6A, 10KA, SP (one Pole) MCB mounted on C-channel = 2 nos. ,(c) Neutral Link = 1 no. asdecided by Engineer-in-charge of MPAKVN and consultant

Nos. 743 1300.00

142

SITC of LT (1.1KV) Grade PVC insulated PVC sheathed 'Aluminium' conductor GI steelstrip armoured Power cable of the following size :- (from Transformer panel to Street Lightpanel) a) 3.5 Core x 35 Sqmm circuit as decided by Engineer-in-charge of MPAKVN andconsultant including cable trench as per BIS specifications.

Mtr. 2200 190.00

143

Supply, Installation, Testing and Commissioning of LT (1.1KV) Grade PVC insulated PVCsheathed 'Copper' stranded conductor unarmoured Power cable size 3Cx2.5 Sqmm with inpoles from Junction Box to Luminaires as decided by Engineer-in-charge of MPPKVVCLand consultant

KM 18.3 90000.00

144

SITC of End terminations with double compression brass glands with for 1100V grade PVCinsulated Aluminium conductor armoured power cables of the following sizes alongwithcutting of gland plate, providing lugs/thimbles duly crimped and all end accessories:- a) 3.5Core x 35 Sqmm as decided by Engineer-in-charge of MPAKVN and consultant

Nos. 24 600.00



S. NO.


145

SITC of LT (1.1KV) Grade PVC insulated PVC sheathed 'Aluminium' conductor GI roundwire armoured Power cable of the following sizes:- 4-Core 6 Sqmm with Supply, Installation,Testing and Commissioning of End terminations with double compression brass glands for1100V grade PVC insulated Aluminium conductor Armoured power cables of the followingsizes alongwith cutting of gland plate, providing lugs/thimbles duly crimped and all endaccessories as decided by Engineer-in-charge of MPAKVN and consultant

KM 45 140000.00

146SITC of one meter high 40 mm dia, HDPE pipe of 4.0KG pressure with bend on one side

for cable intake & on one side for cable outlet to be provided along swaged poles but with inPCC as decided by Engineer-in-charge of MPAKVN and consultant

set 1000 140.00

147SITC of Excavation of trench of dimention 300x300(WXD)MM along the street light 31 KMcooridor for laying of cable as decided by Engineer-in-charge of MPAKVN and consultant

CMT 2790 200.00

148

SITC of 150mm dia Hume pipe of NP- 3 class one meter below ground level for roadcrossing purposes of road lighting cable including digging of earth work , sealing of bothends with gunny bag and covering of both ends with 150mm thick river sand layer and asper site requirement. levelling in original condition duly rammed with water in segments asdecided by Engineer-in-charge of MPAKVN and consultant

Km 0.4 1215000.00

149

SITC of 20mm (NB) dia, 3 meter long GI pipe (medium class) Earth Electrode/Station in150mm diameter bore/pits surrounded with charcoal & salt homogeneous mixture upto pitbottom with 2 runs of GI strip size 25x5mm along the pipe for the purpose of earthing ofStreet light panel complete with civil works, salt and charcoal etc. as decided by Engineer-in-charge of MPAKVN and consultant

Nos. 22 3000.00

150

SITC of Earthing for Street Light control Panel from pipe Earthing Electrodes/ Stationswith 25x5mm GI Strip 600mm below ground level covered with sand and few portion aboveground level including all associated civil works alongwith joints with GI nuts and bolts andbrazing with equipments where ever necessary as decided by Engineer-in-charge ofMPAKVN and consultant

Mtr. 1500 100.00

151Street Light : Twin streetlight 150 watt & 106 watt with 10 mt decorative pole & withdifferential bracket of 1 mt & 0.5 mt length

Providing and fixing Twin Street light luminaire 150W ( Front side) & 106 watt( Back side)LED, an IP66 optic compartment, a separate IP 66 control gear compartment with animpact resistance of IK08, an extruded aluminium painted housing,/pressure die cast atoughened glass protector, permanently sealed with a robotically dispensed siliconesealant, closed at one end by an end cover and the other end by a frame and doorassembly (to access control gear) both made of injection moulded polycarbonate, aremovable control gear plate, safety plug and socket system, a high pressure die castaluminium painted mounting spigot suitable for horizontal mounting (Ø 32 – 42mm) with tiltflexibility of (+)/(-) 10 degrees, with LensoFlex2® technology, PMMA lenses with widephotometry for increased pole spacing, luminous efficacy > 95 Lumen/W at Ta 25⁰C,lifetime residual flux @ Tq 35⁰C @ 50,000 hours = 70%, Ta = 50⁰C, in built surge protectionof 4kV (in Differential and Common mode), option of additional 10kV surge protection (indifferential and common mode), Power Factor > 0.90, Colour Rendering Index > 70 andCool white light (5700⁰K). Including Street Light Pole of 10 Mtr. pole made out of G.I polewith PU paint as per BIS with Differential Bracket at Height of 10metre. (1mtr Bracket lngth )& 8metre ht.(0.5mtr length pole is with base plate version including excavation, civil workconcreting (1:3:6), refilling etc. shall be carried out as per drawing and specifications. asdecided by Engineer-in-charge of MPAKVN and consultant . Each pole shall be providedwith GI earth coil of 156 turn at a distance of 1 meter form pole foundation with earthingbolt and required hardware.

Nos. 754 88850.00

Street Light : Single streetlight 150 watt with 10 mt decorative pole & bracket of 1 mtlength for some place



S. NO.


Providing and fixing Street light luminaire 150W ( Front side) LED, an IP66 opticcompartment, a separate IP 66 control gear compartment with an impact resistance of IK08,an extruded aluminium painted housing,/pressure die cast a toughened glass protector,permanently sealed with a robotically dispensed silicone sealant, closed at one end by anend cover and the other end by a frame and door assembly (to access control gear) bothmade of injection moulded polycarbonate, a removable control gear plate, safety plug andsocket system, a high pressure die cast aluminium painted mounting spigot suitable forhorizontal mounting (Ø 32 – 42mm) with tilt flexibility of (+)/(-) 10 degrees, withLensoFlex2® technology, PMMA lenses with wide photometry for increased pole spacing,luminous efficacy > 95 Lumen/W at Ta 25⁰C, lifetime residual flux @ Tq 35⁰C @ 50,000hours = 70%, Ta = 50⁰C, in built surge protection of 4kV (in Differential and Commonmode), option of additional 10kV surge protection (in differential and common mode), PowerFactor > 0.90, Colour Rendering Index > 70 and Cool white light (5700⁰K). Including StreetLight Pole of 10 Mtr. pole made out of G.I pole with PU paint as per BIS with , Bracket atHeight of 10metre. (1mtr Bracket lngth ) & pole is with base plate includingexcavation,refilling, 0.3 cu meter civil work concreting (1:3:6) etc. shall be carried out as perdrawing and specifications. as decided by Engineer-in-charge of MPAKVN and consultant.Each pole shall be provided with GI earth coil of 156 turn at a distance of 1 meter formpole foundation with earthing bolt and required hardware.

Nos. 600 77850.00

152 Lake Side- Decorative Post Lamp-37 Watt with 4mtr decorative pole

SITC of Decorative post top luminaire in a contemporary design consisting of a high-pressure powder-coated die-cast aluminium base and gear plate, a top cover made ofAcrylonitrile styrene acrylate (ASA) and a high impact acrylic protector. The luminaire emitsa pleasant, glare-free light due to the highly efficient white reflector (symmetrical lightdistribution). The complete luminaire is sealed to IP 66 & Impact resistance of IK08.Electronic temperature monitoring prevents overheating of LEDs and power supply withinthe LED compartment (ThermiX®). It is designed for LED light sources of 37W having aneutral white light with a CRI>70 and a nominal luminous flux of 4000 lumens. Ta = -15oCto 50oC; Surge protection of 10kV; Lifetime @ Tq=+25°C L80 : 50000hrs; ; Power Factor >0.90 & THD <10%, Luminaire efficiency > 70% & luminaire efficacy of >75 lumen/watt; LEDmake of Cree/Lumileds/Nichia/LG should submit LM80 test report; Suitable for input voltageof 230V - 50Hz;including supply of 4 mtr long decorative pole Dimensions - Dia. 578mm xHeight 324mm. supply of 4 Meter long decorative GI Conical pole (As per BS;5649)primered and painted with polyuretherene paint .The pole is with base plate & incacesdcontrol gear with 5A HRC fuse, 2A make MCB,4 way x 30A lock type connector strip. Thecontrol gear section shall be hinged door type and should have lock & key arrangement withrubber gasketing. as decided by Engineer-in-charge of MPAKVN and consultant.Each pole shall be provided with GI earth coil of 156 turn at a distance of 1 meter form polefoundation with earthing bolt and required hardware.

Nos. 150 35500.00

153 Entrance Gates Light - Post Lamp Of 50 watt with 4mtr decorative pole

Supply, Installation testing & commissioning of decorative Urban Post Top lantern LEDluminaire of 50 W , Color Temp- (4000K to 6000 K,as per ANSI) (IP 66 for both OpticalCompartment and control gear compartment). The fixture should be made of aluminium andprotector of SLX polycarbonate with IK 10 impact resistance,body with reflector sealed on toa protector, integral control gear. The fixture should have lifetime residual flux @ Tq 35degree celcius of 80 % after 50,000 burning hours.The fixture should have ULOR < 3 %opration tempreture of the fixtures should be 0 to 50 degree. The fixture have a LED safetechnology.Including supply of 4 Meter long decorative GI Conical pole (As per BS;5649)primered and painted with polyuretherene paint .The pole is with base plate & incacesdcontrol gear with 5A HRC fuse, 2A make MCB,4 way x 30A lock type connector strip. Thecontrol gear section shall be hinged door type and should have lock & key arrangement withrubber gasketing.Two earth wire 8 SWG hot dipped GI shall be connected from earthingring to earthing clamp and earthing clamp to Control gear box 3 core * 2.5 sq. mtr flexiblecopper cable to be installed from control gear to light fixture. Complete erection workincluding excavation, civil work concreting (1:3:6), 0.3 cu meter etc. shall be carried out asper drawing and specifications. Supply and Installation of cable, sleeves (pipes), coving foraesthetics etc. to be completed as per detail as decided by Engineer-in-charge of MPAKVNand consultant. Each pole shall be provided with GI earth coil of 156 turn at a distance of1 meter form pole foundation with earthing bolt and required hardware.

Nos. 20 41500.00

154 Decorative Bollards



S. NO.


SITC of Decorative BOLLARD Architectural decorative bollard 15W, an IP67 sealed opticalcompartment with integral control gear, an aluminium casted body, using Low densitypolyethylene protector with impact resistance of IK10 sealed onto the Aluminium body withprovision of accessible control gear assembly and mounting. The LED source has ColorRendering Index of >60 with color temperature of Neutral White adding value from aestheticand ambiance view point. The bollard is designed to withstand a surge protection of 10kV inthe circuit; Lifetime @ +35°C L70 : 50000hrs including excavation, civil work concreting(1:3:6) etc. shall be carried out as per drawing and specifications. as decided by Engineer-in-charge of MPAKVN and consultant.

Nos. 100 21000.00

155 Highmast

SITC of Providing and erecting 16mt High Mast Lighting sytem suitable to install upto 6 No.2 x 150 w LED flood light and control gear with integral Power tool, weight 450 kg.comprising of 2 sections of hot dipped galvanized materials as per BSEN ISO 1461thickness 3 mm & 4 mm, dia 150mm & 360mm for top and bottom respectively, stress fittingarrangement on site with 500mm overlap dynamic loading to withstand max wind pressureas per -IS 875 part III, parameters for structural & foundation design must be taken fromWind Tunnel test. Lightning protection of GI single spike 1200mm at top and at base insidecompartment having double internal lock with adequate size of MCB erected on PVC boardcomplete with base plate of 25mm thick 520mm dia. and foundation bolts having 6 nos.bolts of 24mm dia 750 mm long (EN.8 grade) Anchor plate 445 PCD, including accessoriesviz. (1) Lantern carriage of 50 NB ERW class-B, MS pipe covered with PVC sleeve suitableto carry 500kg. load and upto 8 fittings symmetrically.(2) Trailing Copper cable 5x2.5sq.mm, PVC insulated PVC Sheathed (3) Double Drum 350Kg Winch having gear 53:1, oilbath (SAE90/140) arrangement (4) 2 nos. Stainless steel wire ropes 5 mm dia (7/19)breaking load capacity 1450 kg x 2, (5) Integral power tool 3-phase, 0.75HP 2m/min singlespeed .torque limiter up to 500 kg adjustable (6) Single LED 300 Nos. aviation light (7)Feeder pillar fabricated out of 14 SWG CRCA sheet and comprise of incoming MCB 32 ATPN switch, HRC fuses, single dial timer, suitable size of contactors for lighting and powertool, 2 nos.outgoing, reversing switch for motor. (7) Foundation drawing, test certificate andgurantee certificate shall be provided by manufacturer. (Without fixture and lamp) asdecided by Engineer-in-charge of MPAKVN and consultant.

Each 10 447501.00

156

SITC of Designing & casting of Open raft shallow footing foundation with M-20 cementconcrete suitable for 16mtrs. High Mast considering the safe soil bearing capacity at site as10 T/sqm at 2mtrs. Depth including excavation, foundation, nut bolts in an approvedmanner.

Each 10 60000.00

157 Flood light luminaire Application

SITC of flood light luminaire 150W LED, an IP66 LEDSafe© optic compartment, a separateIP 66 control gear compartment with an impact resistance of IK08, an extruded aluminiumpainted housing, a toughened glass protector, permanently sealed with a roboticallydispensed silicone sealant, closed at one end by an end cover and the other end by a frameand door assembly (to access control gear) both made of injection moulded polycarbonate,a removable control gear plate, safety plug and socket system, a high pressure die castaluminium painted mounting spigot suitable for horizontal mounting (Ø 32 – 42mm) withtilt flexibility of (+)/(-) 10 degrees, with LensoFlex2® technology, PMMA lenses with widephotometry for increased pole spacing, luminous efficacy > 95 Lumen/W at Ta 25⁰C,lifetime residual flux @ Tq 35⁰C @ 50,000 hours = 70%, Ta = 50⁰C, in built surge protectionof 4kV (in Differential and Common mode), option of additional 10kV surge protection (indifferential and common mode), Power Factor > 0.9, Colour Rendering Index > 70 and Cool

white light (5700⁰K) as decided by Engineer-in-charge of MPAKVN and consultant.(Including required fixing/foundation for installation as per requirement).

Each 10 33565.00

158

SITC of and laying rigid PVC single socket and, nonmetallic pipe ISI Marked (IS-4985-2000) 10 Kg/sq.cm class 5 for protection of under ground cable/or for water pump deliveryside, for water supply complete with necessary clamp coupler, band, Tee, Elbow etc. in anapproved manner excluding cost of excavation etc.as decided by Engineer-in-charge ofMPAKVN and consultant50.00mm O.D Metre 31000 127.00

BUILDING WORKS VOLUME - IV - BOQ - PART - 4

S No. Description Specification Probable Amount Unit

BUILDING CONSTRUCTION WORK1 No.s Administrative block with ground plus one floor having floorheight of 3.6m and total slab area 2500 sq.m Building work consists of RCC framed structure with Column andfooting foundation as per design.

37361913 one job

B‐1crusher stone dust / coarse sand in plinth and in pits of foundationunder floors. Pre construction anti termite treatment in foundation and plinth

Masonary work in chimney bricks a) upto plinth level in CM 1:6 ,andb) in superstructure CM 1:4Internal & External cement mortar plaster as per specifications.

Flooring kota stone/ marble/ vitrified tiles/ ceramic glazed tiles etc.

Granite flooring in stairs and skirting

Internal paint with putty and Plastic Emulsion & External with AcrylicSmooth exterior paint and texture paint.Water proofing with cement slurry mixed with water proofingcompound brick bat koba at terrace.Toughned glass doors with granite frame in common areas etc.

M.S. Railing for stair and Ramp, window grills etc.

Providing and fixing aluminium work for doors, windows, ventilatorsand partitions as per IS: 733 and IS: 1285False Ceiling:Gypsum plain board in conference hall and cabin,meeting room, office hall etc.Elevation semi (grid) unitized system of structural glazing (with openjoints) for linear as well as curvilinear portions of the building for allheights and all levels and aluminium composite panel cladding forall linear and curvilinear portions for all heights and all levels.

Skylight with polycarbonate sheet including M.S. frame workcomplete.Provision of flush doors and factory made PVC doors.

WC pan Indian/ Europeon seat with low level flushing cistern,White vitreous chinaflat back half stall urinal with VitreousChina/PVC automatic flushing cistern, China squatting plate withflushing pipe, Wash basins, c.p. brass bib cock, granite partitionbetween urinals etc. .Water Supply:Polyethylene water storage of required capacity ISI:12701 marked with cover.PVC waste water and soil pipes and un-plasticized PVC pipe withall fittings.Internal drainage- SS grating, PVC SWR pipes grade B, PVC pipes, clean out plug , uPVC self cleaning traps Bottle traps for sink andwash basin. etc.Sanitary fixtures for disabled friendly toilets include support arms,raised toilet seat with cover, flexible feed and waste pipes, grabbars etc.UPVC pipes (heavy density) for rainwater down-takes and CPVCPipes, for domestic water supply & flushing water supply and NP2class (light duty) RCC pipes for external sewage.

Storm water drainage- RCC drain with MS grating, depth as perdesignELECTRIFICATION WORK

Electrical work shall be carried out as per CPWD specifications andother relevant codes.

FIRE FIGHTING WORKFire Fighting System designed as per CPWD & NBC specificationsfor Administrative Block

Design, Procurement, Construction of Administrative Block (1 No.) and Amenity Block (3 No.s)

PRICE BID

ADMIN BUILDING

(2500 SQ.M) (Ground plus

one floor) (Typical floor

plans attached)

MPAKVN, INDORE BUILD-1



3 No.s Amenity building with ground plus one floor having floorheight of 3.6m and total slab area 3x750=2250 sq.m Building work consists of RCC framed structure with Column andfooting foundation as per design.

27181035 one job

B‐2crusher stone dust / coarse sand in plinth and in pits of foundationunder floors. Pre construction anti termite treatment in foundation and plinth

Masonary work in chimney bricks a) upto plinth level in CM 1:6 ,andb) in superstructure CM 1:4Internal & External cement mortar plaster as per specifications.

Flooring kota stone/ marble/ vitrified tiles/ ceramic glazed tiles etc.

Marble/ Granite flooring in stairs and skirting

Internal paint with putty and Plastic Emulsion & External with AcrylicSmooth exterior paint and texture paint.Water proofing with cement slurry mixed with water proofingcompound brick bat koba at terrace.Toughned glass doors with granite frame in common areas etc.

M.S. Railing for stair and Ramp, window grills etc.

Elevation Aluminium composite panel cladding for all linear andcurvilinear portions of the building for all heights and all levels.Providing and fixing aluminium work for doors, windows, ventilatorsand partitions as per IS: 733 and IS: 1285Provision of flush doors and factory made PVC doors.

WC pan Indian/ Europeon seat with low level flushing cistern,White vitreous chinaflat back half stall urinal with VitreousChina/PVC automatic flushing cistern, China squatting plate withflushing pipe, Wash basins, c.p. brass bib cock, granite partitionbetween urinals etc. .Water Supply:Polyethylene water storage of required capacity ISI:12701 marked with cover.PVC waste water and soil pipes and un-plasticized PVC pipe withall fittings.Internal drainage- SS grating, PVC SWR pipes grade B, PVC pipes, clean out plug , uPVC self cleaning traps Bottle traps for sink andwash basin. etc.Sanitary fixtures for disabled friendly toilets include support arms,raised toilet seat with cover, flexible feed and waste pipes, grabbars etc.UPVC pipes (heavy density) for rainwater down-takes and CPVCPipes, for domestic water supply & flushing water supply and NP2class (light duty) RCC pipes for external sewage.

Storm water drainage- RCC drain with MS grating, depth as perdesignELECTRIFICATION WORK

Electrical work shall be carried out as per CPWD specifications andother relevant codes.

FIRE FIGHTING WORKFor amenity block standard unit fire extinguishers shall be provided.

AMENITIES BLOCK (3 Nos. X 750=2250 SQ.M)

(Ground plus one floor)

(Typical floor plans attached)




1

2

3

For payment, measurement of roof slab without projections shall be considered. Payment shall be made on pro‐rata

basis.

In case there is any increase or decrease in the total slab area that considered in the Price Bid, the payment to the

contractor shall be made on the basis of actual area cast. For this purpose, rate per unit area shall be worked out based

on total amount quoted in this schedule divided by roof area of respective building.

Quoted price shall include cost for survey, soil investigation, design, built including installation of all services, testing after

completion as per CPWD specification, NBC, IS Codes all complete.

Note :


OPERATION VOLUME - IV - BOQ - PART - 5

PRICE SCHEDULE Volume‐IV

Item

No.Item Description

Probable

Amount in Rs.Unit

Operation for all work such as Complete Water supply system, Seweragesystem including Sewerage Treatment Plant complete, Electric Systemincluding transmission line, substations, street lights etc complete,Horticulture & Landscaping etc complete as mentioned in scope of workduring defect liability period of 5 (Five) year but excluding cost of Energycharges and Consumable chemicals, which shall be borne by AKVN but fulltime shift wise deployment of manpower and any other services required torun the system successfully.

(i) First Year 12900000(ii) Second Year 14190000(iii) Third Year 15609000(iv) Fourth Year 17169900(v) Fifth Year 18886890Total operation Cost For Five years 78755790

Note:

MISC-1


Operation ‐ 5 years during Defect Liability Period.

One Job

Maintenance of all the works constructed under the contract shall be coverd under Defect liability period of fiveyears & cost of maintenance shall be integral part of original project cost. No extra payment on this account shallb ll

MPAKVN, INDORE OP-1

PRICE SHEDULE VOLUME ‐ IV ‐ BOQ

S.

No.Activity Description % of Payment

1 Supply of Material 70%

2 Installation & Testing 20%

3 Completion of Whole work 10%

Total 100%

S.


1 Approval of Design and Drawings 5%

2 On completion of foundation 25%

3 On complete staging 25%

4

On completion of Container includingbottom & top slabs & walls

30%

5On completion of whole work &Testing

15%

Total 100%

S.


1 Approval of Design and Drawings 5.00%

2Completion of works upto Plinth level. 30.00%

3Completion of works upto Slab level. 30.00%

4

Installation of Pumps and associatedplumbing & Electrical works

25.00%

5On completion of whole work &Testing

10.00%

Total 100%

Clear Water/ Treated Water Pump House

PRICE SCHEDULE

1. PAYMENT BREAKUP FOR PUMPS

3. PAYMENT BREAKUP FOR PUMP HOUSE

PUMPS

OVERHEAD TANKS & SUMP WELL

2. PAYMENT BREAKUP FOR OVERHEAD TANKS & SUMP WELL

MPAKVN, INDORE PS‐1

PRICE SHEDULE VOLUME ‐ IV ‐ BOQ

S.


1Approval of designs and drawings 5%

2

Completion of works upto ground levelincluding excavation & foundationwork.

25%

3Supply of all electrical and mechanicalequipments

10%

4Super structure work on pro-ratabasis

30%

5Erection, installation of all electricaland mechanical equipments.

10%

6 On Successful Testing. 10%

7 Completion of the whole work 10%

Total 100%

S.


1Submission and Approval of designsand drawings

5%

2Excavation, column footings, and columns

upto plinth beam35%

3Columns upto 1st floor, 1st floor slab

10%

4Columns upto 2nd floor, 2nd floor slab

10%

5 Brick Work 10%

6

Roof treatment, plumbing, plastering,

painting, fixing doors and windows,

ventilators, flooring etc.

20%

7 Miscelleneous works 10%

Total 100%

5. PAYMENT BREAKUP FOR BUILDING WORK

BUILDING WORK

SEWERAGE TREATMENT PLANT

4. PAYMENT BREAKUP FOR SEWERAGE TREATMENT PLANT

MPAKVN, INDORE PS‐2

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