55 Project Name - Proposed repairs & restoration of the Superintendent’s Bungalow at V.J.B. Udyan, Byculla, Mumbai. BILL OF QUANTITIES PHASE - I PART I - ENABLING WORK Ref.Drg No. Rev : DESCRIPTION UNIT QTY RATE AMOUNT 1 2 3 4 5 6 7 1 R2-CS-DD-2 Cum 1.00 1837.00 1837.00 2 R2-CS-DD-3 Cum 4.00 484.00 1936.00 3 R2-CS-DD-38-a 15 mm to 40 mm nominal bore Rmt 22.00 84.00 1848.00 4 R2-CS-DD-50 Sqm 15.00 31.00 465.00 5 R2-CS-DD-60 Rmt 32.00 456.00 14592.00 Date : 07/01/2020 Sr. No. Item No. / Page No. Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Demolishing brick work in lime or cement mortar including plaster, paint, etc. manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. Removing and refixing drain pipe (soil, waste water, ventilating or rain water) of any size with all fittings including cleaning pipe before fixing and painting as directed.
Transcript
55
Project Name - Proposed repairs & restoration of the Superintendent’s Bungalow at V.J.B. Udyan, Byculla, Mumbai.
BILL OF QUANTITIES PHASE - I
PART I - ENABLING WORK
Ref.Drg No. Rev :
DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
1 R2-CS-DD-2 Cum 1.00 1837.00 1837.00
2 R2-CS-DD-3 Cum 4.00 484.00 1936.00
3 R2-CS-DD-38-a
15 mm to 40 mm nominal bore Rmt 22.00 84.00 1848.00
4 R2-CS-DD-50 Sqm 15.00 31.00 465.00
5 R2-CS-DD-60 Rmt 32.00 456.00 14592.00
Date : 07/01/2020
Sr. No.
Item No. / Page No.
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Demolishing brick work in lime or cement mortar including plaster, paint, etc. manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumpingground within 50 metres lead.
Removing and refixing drain pipe (soil, waste water, ventilating or rain water) of any size with all fittings including cleaning pipe before fixing and painting as directed.
56
DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
Sr. No.
Item No. / Page No.
6 R2-CS-DD-64 Sqm 340.00 240.00 81600.00
7 R2-CS-DD-65 Sqm 1100.00 147.00 161700.00
8 R2-CS-DD-70 No. 36.00 1976.00 71136.00
9 R2-CS-DD-71 No. 36.00 563.00 20268.00
10 R2-CS-DD-72 Sqm 203.00 865.00 175595.00
11 R2-CS-PS-160
R2-CS-PS-160-a 80 mm diameter C.I. pipe Rmt 10.00 236.00 2360.00
R2-CS-PS-160-b 100 mm diameter C.I. pipe Rmt 10.00 245.00 2450.00
12 R2-CS-DD-14 KG 540.00 3.00 1620.00
Removing mosaic, cement marble, granites non-slippery, tandur, kotah, shahabad stone or Indian Pattern stone, glazed tiles in flooring and dado including bedding brick bat coba etc., and delivering materials in Ward Office and carting away unserviceable materials.
Removing cement plaster of any finish from the wall, complete with racking out the joints to a depth of 20 mm.
Removing and refixing existing door or window with frames and shutters, making good the damaged brick work and applying 3 coats of Syn. Ena. paint.
Removing existing door or windows with frame and shutters and making good etc. to the existing surface.
Removing the existing mangalore tiles roofing carefully including teak wood purlins, rafters, battens and boarding and G. I. sheet gutters from the floor and refixing the same on the above one in a similar way including providing new teak batten and applying 3 coats of approved Syn. Ena. paint in approved tint to the entire teak battens work including providing and fixing iron bolts, nuts, screws and all other fixing accessories as required replacing broken tiles, as specified and directed.
Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre :
Removing the existing MS/ aluminum grills , collapsible grills etc. from all openings , stacking & salvaging at site for reuse as per instructions.
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DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
Sr. No.
Item No. / Page No.
14 R2-CS-WW-24 Sqm 100.00 327.00 32700.00
15 Sqm 5.00 453.00 2265.00
16 R2-CS-CH-2 Sqm 250.00 387.00 96750.00
Total of Enabling Work 6,69,122.00
Providing and applying French polishing to the new or old wood work in two coats including knotting, preparing the surface by scrapping, scaffolding etc. complete as directed.
BM-FA-19-AR-11-A
Removal of plant/ficus growth by pulling out root system embedded in masonry, cutting stem and application of hing/gur/lime formulation as specified by the Architect or other patented chemical biocide treatment such as biocide/glycel etc. Having Girth less than 20 cm
Providing and erecting two legged metal tubular scaffolding (cup lock type) of width 1200 to 1500mm largely free standing using H frames of tubular pipes of minimum 40mm diameter, with base plates fixed or adjustable with necessary clamps, coulders, brackets for projections, joint pins, pulleys and other accessories including steel angle or tubular pipe bracings at adequate intervals, access platforms of metal or timber planks of span not exceeding 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work including provision of rubber inserts to pipe ends at point of contact with tructure to avoid damage, including ccess ladders with intermidiate platforms. the scaffolding to be suitably braced and anchored to to the building using support systems created temporarily at the opening in walls using verticl and horizontal adjustable propson the exterior side of building structure, upto 25 metre height, above ground level . The rate includes provision of high density plastic sheets covering to protect architectural details on the entire building face a nylon net to prevent all debris falling onto the pavement required and the safety platform at ground level coevering the pedestrain walkways. etc. complete.(The elevational area of the scaffolding shall be measured for payment purpose.The payment will be made once only for execution of all items for such works.
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PART II - CIVIL WORK
DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 71 - EXCAVATION WORK
18 R2-CS-EW-1 Cum 7.00 307.00 2149.00
20 R2-CS-EW-26 Cum 6.00 2231.00 13386.00
Total of Excavation Work 15535.00
2 - P.C.C. & R.C.C. WORK
22 R2-CS-CW-1 Cum
Cum 31.00 6821.00 211451.00
Sr. No..
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Excavation for foundations, substructures, basements, tanks, sumps, walls,chambers, manholes, trenches, poles, pits & general building works in all typesof soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam,peat, ash, shale, slag, chalk, garbage, muddy/ marshy/ slushy soil, marine clay,reclaimed land etc. for depths/lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling and ramming of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space ordisposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge.Note:1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc.2) It also includes the royalty and other taxes applicable if any.For more details refer General Notes.
Providing & Laying dry stone Rubble Soling with average 230 mm size hardstone set in regular lines, handpacked and interstices thoroughly filled withsmall chips including filling in with good quality murum brought from outside,compacting with iron rammers, watering, sand spreading 12mm thk. layer ofgrit on top etc complete as directed by Engineer In Charge.(Note: The rate includes the royalty and other taxes if any)
Providing and laying in position plain cement concrete of specified grade with trap / granite / quartzite/gneiss metal mixing in concrete mixer including bailing out water, compacting, finishing surface, curing and including the cost of centering and shuttering at all level :
R2-CS-CW-1-b Nominal Mix of 1:2:4 (1 cement OPC: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
Sr. No..
Item No. / Page No.
23 R2-CS-CW-7 Cum
R2-CS-CW-7-a Cum 3.00 7515.00 22545.00
R2-CS-CW-7-c Cum 2.00 11790.00 23580.00
R2-CS-CW-7-d Cum 1.00 9556.00 9556.00
R2-CS-CW-7-e Columns, Pillars, Piers, Posts and Struts. Cum 1.00 11184.00 11184.00
Providing and laying in position ready mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :- Cement content considered in this item is @ 300 kg/cum as per IS 456 table showing minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete).
Foundations, footings, bases of columns, rafts, pilecap
Slabs, Suspended floors, roofs, landings, balconies, canopy and access platform
Providing and fixing in position steel bars reinforcement of various diameters for R.C.C. pile, pile caps, footings, raft, retaining wall, shear wall, lift wall, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, coping, fins, arches, etc. as per detailed designs, drawings and bar bending schedules,including straightening, cutting, bending, hooking the bars, binding with wires or tack welding, supporting as required etc. all complete at all levels.
Crack stitching 6mm Helibar: Providing and fixing of Helifix Hi-fin reinforcement Helibars of 6mm dia, single bar in one slot, MOC Austenitic stainless steel,ASTM 304, having cross section area of 8 mm2 , pitch 29/30, with UTS 980 N/mm2, shear strength 5.5 kN, along with Helibond Grout, a special cementitious grout with low expansion, non gassing and injectable with. exceptional non shrink thixotropic properties having compressive strength at 28 days of 45 N/mm2. Including chasing of slot for HeliBars, cleaning the dust and debris from the slot, making damp with water to achieve good bonding of HeliBar with HeliBond grout in the .slot of masonry ensuring that it remains tight at the joint after curing, at locations as per instructions provided by Structure Engineer/ Helifix, including all tools tackles and equipments using specified machines, excluding Staging & Scaffolding, at various places where there is crack in brick/stone/block masonry as directed by structural engineer
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
Coursed rubble masonry (first sort) with hard stone in superstructure above plinth with :Cement mortar 1:6
Brick cornice, architraves moulded 75mm projection from brickwork or RCC lintel and 10 to 15 cm in height in cement mortar 1:3 finished smooth with sand faced plaster 20 mm thick in two layers with W.P. Compound.
7
DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
Sr. No..
Item No. / Page No.
4. Plastering & Pointing Work
31 R2-CS-PL-04 Sqm 10.00 268.00 2680.00
32 R2-CS-PL-11 Sqm 457.00 639.00 292023.00
34 CS-PL-17
R2-CS-PL-17-c In Cement mortar 1:3 Sqm 1350.00 561.00 757350.00
35 R2-CS-PL-38-a Sqm 25.00 248.00 6200.00
36 R2-CS-PL-43
Sqm 391.00 298.00 116518.00
Total of Plastering and Pointing Work 1174771.00
Providing and applying 12 mm thick internal sand faced plaster in cement mortar 1:3 at all heights and locations in one coat for masonry (except stone masonry) and concrete surfaces including racking out joints, hacking of concrete surface, watering, finishing, curing, scaffolding etc. complete.
Providing and applying 30 to 40 mm thick internal sand faced cement plaster to the all types of stone masonry walls, concrete surfaces at all heights and locations in cement mortar 1:4 in three coats including racking out joints, hacking of concrete surface, finishing, curing, scaffolding etc complete as directed By Engineer In Charge. Min. time lag between two coats shall be 24 hours.(as per IS 2402 of 1963.)
Providing and applying 25 mm thick external sand faced cement plaster with neat cement rendering upto 10m from ground level and at all locations in cement mortar proportion specified below in two coats for masonry (except stone masonry) and concrete surfaces including providing water proofing compound to the first coat of plaster as per manufacturers specification, racking out joints, hacking of concrete surface, finishing, curing, scaffolding etc complete as directed By Engineer In Charge. Min. time lag between two coats shall be 24 hours.(as per IS 2402 of 1963.)
Providing flush pointing to any kind of stone masonry work at all heights and locations in cement mortar 1:2 as specified below, including raking of joints upto the depth of 20mm, finishing, curing, cleaning the surface etc. complete as directed by Engineer In Charge.
Providing and applying Plaster of Paris punning to walls, beams, ceilings, columns in perfect line and level over the base of single coat cement plaster including roughening of existing surface making 6 mm groove at skirting and door, window jamb, sill, lintel, etc. complete. The rate is exclusive of base coat cement plaster.
8
DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
Sr. No..
Item No. / Page No.
5. WATER PROOFING
37 R2-CS-WP-31 Cum 1.00 5260.00 5260.00
38 R2-CS-WP-37 Sqm 7.00 718.00 5026.00
39 CS-WP-38-a Sqm 52.00 615.00 31980.00
Total of Waterproofing Work 42266.00
Extra for providing additional thickness of brickbats over 100 mm in 1:5 c.s. either due to location of rain water pipes or due to increase in the travel length of flow of rain water or brick bats required in the sunk portion of baths, W.C.s nahani etc. The rate includes for fixing brickbats in C.M., with waterproofing compound as per specification as directed.
Providing waterproofing treatment through specialized agencies as per their specifications to the flooring of water closets, bathrooms, kitchen, nahanies, washing places, sanitary blocks etc. by giving INJECTIONS with cement solution with water proofing compound into the floor slab so as to make it consistent, homogeneous and impervious against leakage, seepage etc. The sunk portion shall then be covered with brickbat waterproof coba in 1:5 c.s. of required thickness with necessary gradient for easy flow of water. Finally the floor shall be covered with joint less waterproof cement plaster in 1:3 c.s. 12 mm to 15 mm thick finished rough for receiving tiles. The average thickness of complete treatment shall not be less than 100 mm. The soil pan area will not be deducted. ( After completion of work leakage test shall be carried out after impounding the water for 7 days without any extra cost. The actual treated area will be measured and paid for).
Providing waterproofing treatment through specialized agencies to the dado portion of the Brick walls upto 1.5 m height from floor area of water closets, bath-rooms, kitchens, washing places, sanitary blocks etc. with waterproofing compound and cement solution. The walls will then be plastered with waterproof cement plaster in 1:4 c.s. 12 mm to 15 mm thk. Finally the walls shall be covered with jointless waterproof plaster in 1:3 c.s. 12 to 15 mm thick finished rough for receiving tiles. The average thickness of complete treatment shall not be less than 25 mm. (The actual treated area will be measured and paid for).
Providing and laying 6mm thk. ceramic tiles as specified below conforming to I.S.15622-2006 for flooring of an approved, quality, make, size and
pattern /design, for flooring including cement mortar bedding of 25 mm thick in 1:4 proportion, neat cement float, cutting, leveling, jointing, filling
the joints by neat cement slurry or approved colour grout, curing, finishing etc complete as
directed by Engineer In Charge.
Providing and laying 600 x 600 x 8 mm thk. vitrified tiles as specified below conforming to I.S.15622-2006 with water absorbtion less than 0.08% for flooring of an approved, quality, make and pattern /design for flooring including cement mortar bedding of 25 mm thick in 1:4 proportion, cutting, leveling, jointing, filling the joints by neat cement slurry or approved colour grout, curing, finishing etc complete as directed by Engineer In Charge.
Providing and fixing 8mm thk. vitrified tiles as specified below conforming to I.S. 15622-2006 of approved quality, pattern and colour for flush/projected skirting / riser including preparing the surface and levelling in the desired line, backing of 20 thk. cement mortar in porportion 1:3, square cut top edge or chamfered top edge in cement mortar 1:3, cement float, machine cutting, leveling, jointing, filling the joints with neat cement slurry or pigments mixed with cement, finishing, curing etc complete as directed by Engineer In Charge.
Light coloured antiskid / matt vitrified tiles for height upto 150mm
Providing and fixing 6mm thk. ceramic tiles as specified below conforming to I.S. 15622-2006 of approved quality, pattern and colour for dado in the wet area including preparing the surface and levelling in the desired line, backing of 20 thk. cement mortar in porportion 1:3 with approved waterproofing compound, square cut top edge or chamfered top edge in cement mortar 1:3, cement float, machine cutting, leveling, jointing, filling the joints with neat cement slurry or approved colour grout, finishing, curing etc complete as directed by Engineer In Charge.
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DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
Sr. No..
Item No. / Page No.
44 R2-CS-FL-01-c Sqm 15.00 1179.00 17685.00
45 R2-CS-FL-01-h 18 mm thk. Jaisalmer Stone Sqm 5.00 2019.00 10095.00
46 R2-CS-FL-02-d Rmt 10.00 126.00 1260.00
47 R2-CS-FL-40-d Rmt 25.00 234.00 5850.00
Total of Tiling Work 281332.00
Providing and laying polished natural stone asspecified below (Machine cut) of an approved qualityand size for paving /flooring in plain and/or diamond/approved pattern including cement mortar bedding of25 mm thick in 1:4 proportion, cement float, machinecutting, dressing, leveling, jointing, filling the jointswith neat cement slurry or with required pigment,machine polishing at site, curing, finishing, etccomplete as directed by Engineer In Charge. : 25 to 30 mm thk. Kota stone of size 0.430m x0.56m
Providing and laying polished natural stone strips upto 100mm wide as specified below (Machine cut) 25-30 mm. thick of an approved quality and size for paving /flooring including cement mortar bedding of 25 mm thick in 1:4 proportion, cement float, machine cutting, dressing, leveling, jointing, filling the joints with neat cement slurry or with required pigment, machine polishing at site, curing, finishing, etc complete as directed by Engineer In Charge. : 25 to 30 mm thk. Kota stone
Providing and fixing polished natural stone tiles as specified below of approved quality, pattern and colour for sill and jambs including preparing the surface and levelling in the desired line, cement mortar 1:3 bedding or backing, cement float, machine cutting, leveling, jointing, smooth cement plastering along the sides to match the existing surface in cement mortar 1:3, filling the joints with neat cement or pigment mixed with cement, finishing, curing etc complete as directed by Engineer In Charge.: 25 to 30mm thk. Kota stone for width upto 150 mm
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DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
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Item No. / Page No.
7. Doors & Windows Work
44 R2-CS-RM-2
R2-CS-RM-2-a Door frame along with shutters No. 16.00 1091.00 17456.00R2-CS-RM-2-b Window frame along with shutters No. 18.00 693.00 12474.00
45 BM-FA-19-AR-18 Sqm 5.00 12738.00 63690.00
Total of Doors & Windows Work 93620.00
Removing and refixing frame and shutters in existing opening including embedding frames in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 meters lead :Providing and fixing or replacing damaged teak wood with well seasoned B.T.C. WOOD PANELLING with glass panels, wooden frame as per the original design and pattern as instructed by the Architect including all necessary fitting brass hardware like screws, nails, hinges, tower bolts, handles, of the same design, size and weight , etc. complete. item to also include making all the mouldings and design of the panels as in the original detail with all beading patti as per size etc. Mode of measurement : Area of the panelling which is changed or made new in the entire area shall only be paid. Contractor to not charge the entire area of the shutter unless the entire shutter is made new. The area of the shutter include the entire opening with all the leaves.
12
DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
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Item No. / Page No.
8. Painting Work
46 R2-CS-PN-4
R2-CS-PN-4-b For wood work Sqm 240.00 140.00 33600.00R2-CS-PN-4-C For Steel work Sqm 28.00 139.00 3892.00
47 R2-CS-PN-5 Sqm 479.85 126.00 60461.10
48 R2-CS-PN-12
R2-CS-PN-12-a By using acrylic based exterior paint Sqm 1500.00 177.00 265500.00
Total of Painting Work 363453.10
Providing and applying first single coat of approved primer and two coats of synthetic enamel paint/flat oil paint of an approved make and colour as per manufacturers specifications to surfaces specifird below, at all height and locations as directed including scaffolding, cleaning and preparing surfaces for painting by any approved means etc. complete as directed by Engineer-incharge.
Providing and applying first single coat of approved primer and two coats of acrylic plastic emulsion paint of an approved make and colour as per manufacturers specifications to any surface, at all height and locations as directed including scaffolding, cleaning and preparing surfaces for painting by any approved means etc. complete as directed by Engineer-in-charge.
Providing and applying first single coat of approved primer and two coats of anti-algal, anti-fungal, exterior paint as specified below of an approved make and colour as per manufacturers specifications to any surface, upto 10m height from ground level and at all locations as directed including preparing surfaces for painting by any approved means, watering, scaffolding, cleaning and curing etc. complete as directed by Engineer-in-charg
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DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
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Item No. / Page No.
9. Wood Work
49 BM-FA-19-AR-23 Cum 3.00 349781.00 1049343.00
Total of Wood Work 1049343.00
10. Iron Work
51 R2-CS-SS-01 MT 1.50 80088.00 120132.00
52 R2-CS-SS-02 MT 1.00 80216.00 80216.00
Total of Iron Work 200348.00
Providing and fixng well seasoned burma teak wood full length new members like joists, rafters, purlins etc. In varandah and roof portion including all fixtures and fastenings with one coad of primer etc. Complete. Item to include all moulding and chamfers to be made as per original design indicated by the Architects. Item to include using larger section of wood to get the mouldings and chamfers as per original design, sample to be shown to the Architect for approval before fixing. Item to also application of solignum on the wood surface.
Providing, detailing, fabricating and fixing at desired location using hot rolled sections and M.S. Plates of grade Fe250 as per specifications and approved fabrication drawings (which are to be prepared by Contractor and got approved from Engineer), erecting structural steel members for all heights & at all levels including provision of necessary erection bolts, fixing bolts, nuts, washers, cleats, stiffeners, gussets, baseplate, and all necessary operations like preheating as per specifications, straightening, bending, cutting, drilling, grinding, machining if specified, welding, grinding and removing the welding burr and preparing surface for painting with wirebrush cleaning and applying two coats of epoxy redoxide zinc phosphate primer of 30 microns each and two coats of Epoxy Corrosion Resistant Enamel paint of 30 microns after fabrication including touching up with spray painting after erection etc complete as directed by Engineer In Charge.
Providing,detailing, fabricating and fixing built up sections at desired location using M.S. Plates of grade Fe250 as per specifications and approved fabrication drawings (which are to be prepared by Contractor and got approved from Engineer), erecting structural steel members for all heights & at all levels including provision of necessary erection bolts, fixing bolts, nuts, washers, cleats, stiffeners, gussets, baseplate, and all necessary operations like preheating as per specifications, straightening, bending, cutting, drilling, grinding, machining if specified, welding, grinding and removing the welding burr and preparing surface for painting with wirebrush cleaning and applying two coats of epoxy redoxide zinc phosphate primer of 30 microns each and two coats of Epoxy Corrosion Resistant Enamel paint of 30 microns after fabrication including touching up with spray painting after erection etc complete as directed by Engineer In Charge.
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DESCRIPTION UNIT QTY RATE AMOUNT
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11. Miscellaneous Work
53 R2-CS-AT-2 Rmt 55.00 66.00 3630.00
54 R2-CS-AT-3 355.00 27.00 9585.00
55 R2-CS-AT-4 Rmt 170.00 295.00 50150.00
56 R2-CS-AT-5 150.00 78.00 11700.00
57 R2-CS-AT-9 Sqm 300.00 25.00 7500.00
Total of Miscellaneous Work 82565.00
Total of Civil Work 3860118.6
Providing anti-termite treatment around the periphery of the existing building conforming to IS-6313 (part III) by excavating trenches of 20cm width and exposing the sides of the columns, plinth beams and wall upto a depth of 300mm, rodding for the holes of 300mm deep and at 150m c/c in the trenches, treating with chloropyrifos EC 20 Emulsion or equivalent of 1% concentration by weight at the total rate of 2.25 Litters per meter including backfilling the trenches etc. complete as directed by Engineer-in-Charge covering 2 years guaranty.
Providing anti termite treatment conforming to IS- 6313 (part-III) to the sides of flooring of the Existing building by punching/ drilling the holes of 16 mm dia at a distance of 300mm centre to centre and injecting 150 ml untill refusal or to a maximum of 1 Lit. per hole with chloropyrifos EC 20 Emulsion or equivalent of 1% concentration by weight, sealing the hole by filling the putty etc. complete as directed by Engineer-In-Charge with 2 years guaranty.
Per Hole
Providing anti termite treatment conforming to IS- 6313 (part-III) to the wooden frames of doors / windows of the Existing building by drilling the 3 mm dia. holes at 150mm c/c and at the junction of wood work and masonry work to downward angle of 45 degree and injecting 500 ml per hole or until refusal with oil / kerosene based chloropyrifos EC 20 emulsion or equivalent of 1% concentrate, sealing the holes by filling the putty etc complete as directed by Engineer-In-Charge with 2 years guaranty
Providing anti termite treatment conforming to IS- 6313 (part-III ) to the joints of wooden frames of beams/ joists used for the roof work of the Existing building by drilling the 3 mm dia holes at the four corners at downward angle of 45 degree at the junction of wood work and masonry work and injecting 500ml or until refusal per hole with oil / kerosene based chloropyrifos EC 20 emulsion or equivalent of 1% concentrate, sealing the hole by filling the putty etc complete as directed by Engineer-In-Charge with 2 years guaranty.
Per Joint
Providing & applying two coats of an approved wood preservative for antitermite treatment to wooden surface as per manufacturer's specification and as directed by engineer in-charge
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PART III - STRUCTURL REPAIR WORKSRef.Drg No. Rev : R0
DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
61 R2-CS-RM-107 Kg 50.00 170.00 8500.00
Total of Structural Repair Works 8,500.00
Date : 13/01/2017
Sr. No..
Item No. / Page No.
Injecting approved low viscous epoxy grout into concrete slab, stone masonry cracks, columns etc. by suitable gun/ pump (using Araldite GY-257 & Aradur -21 in 1:0.21 prop.) at required pressures by providing necessary scaffolding, drilling and inserting 12mm dia.Brass grouting multiperforated nipples upto 30mm to 40mm depth, using M Seal,Quartz sand around the nipple, cutting of nipples after curing, cleaning etc. complete. (This item shall be paid on actual consumption of epoxy used in Kgs.)
15
PART IV - ROOFING WORKSRef.Drg No. Rev : R0
DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
62 R2-CS-RW-01 Sqm 40.00 435.00 17400.00
63 R2-CS-RW-02 Rmt 21.00 234.00 4914.00
64 R2-CS-RW-03 Sqm 32.00 358.00 11456.00
65 BM-FA-19-ST-03 Sqm 138.00 8735.00 1205430.00
67 BM-FA-19-ST-04 Sqm 184.00 1076.00 197984.00
68 R2-CS-WP-16 Sqm 184.00 471.00 86664.00
69 R2-CS-RW-13 Rmt 60.00 820.00 49200.00
Total of Roofing Work 15,73,048.00
Date : 13/01/2017
Sr. No..
Item No. / Page No.
Providing and fixing 20mm thick Mangalore tiles of approved make as roof including fixing in cement mortar (1:3) with necessary vatas and cement pointing, coloured with red or dammering etc. complete as directed.
Providing & laying on roof 20mm thick Mangalore tile ridge caps and /or hip sets on existing wooden or steel frame structure including fixing in cement mortar (1:3) with necessary vatas and cement pointing,coloured with red or dammering, etc complete as directed.Providing and fixing country teak wood battens 50 mm x 25 mm and placed about 250 mm C/C etc complete, as directed
P/F Burma Teak wood planking of 25 mm thick for flooring /planking in the varandah above the joists as per existing details, tongue and grooved including scaffolding if necessary and one coat of primer complete. Item to include all mouldings and chamfers to be made as per original design indicated by the Architects. Item to include using a larger section of wood to get the mouldings and chamfers as per original design, sample to be shown to the Architect for approval before fixing.
Providing and fixing 22BWG plain galvanized iron sheet top of plank ceiling of roof portion including fixing of tarfelt sheet scaffolding fixing by means of all necessary accessories G.I.Bolt,nuts,screws,nails as directed etc. complete.
Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemicalparameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto - 2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 22.19.1 3 mm thick
Galvanised iron sheet 1 mm (20 B.W.G.) eaves precoated gutter 200 mm to 230 mm wide and 100 mm to 125 mm deep moulded or half round girth upto 600mm including iron rods, on the edges (throughout the length) and galvanised iron sheet ferrules with fixtures, for outlets wherever required clamped using W.I. clamp 38 mm x 3 mm fixed 1.0 m C/C including making necessary connections with rain water pipes etc complete and as directed.
16
PART V - PUBLIC HEALTH WORKSRef.Drg No. Rev : R0
DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
70 R2-CS-PS-1
R2-CS-PS-1-a Each 1.00 6314.00 6314.00
71 R2-CS-PS-2
R2-CS-PS-2-a W.C. pan with ISI marked white solid plastic seat and lid Each 1.00 6483.00 6483.00
72 R2-CS-PS-7
R2-CS-PS-7-c Each 2.00 3218.00 6436.00
73 R2-CS-PS-68-b Each 2.00 368.00 736.00
74 R2-CS-PS-27
R2-CS-PS-27-b-1 Flexible pipe 32 mm dia Each 4.00 88.00 352.00
75 R2-CS-PS-28 Each 4.00 825.00 3300.00
77 R2-CS-RW-17 Rmt 20.00 1367.00 27340.00
Date : 13/01/2017
Sr. No..
Item No. / Page No.
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :
White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps.
Bottle trap 38mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25 mm minimum waterseal, weighing not less than each 368 77mm breadth with25 mm minimum waterseal, weighing not less than 263gms
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
Providing and fixing 100 mm sand cast Iron grating for Nahani/Floor trap.
Supplying and Fixing 75 mm internal dia. 3.5 mm thk. (weight approx. 6.66 Kg./Rm.) centrifugally cast C. I. pipes Confirming to IS 3989, sockets spigots type pipe for rain water/soil waste and ventilation with all fittings including scffolding, 1 : 1 CM jointing proper embedding and fixing on wall & column etc complete as directed.
17
DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
Sr. No..
Item No. / Page No.
78 R2-CS-RW-18 Rmt 36.00 1671.00 60156.00
79 R2-CS-PS-34 Providing and fixing soil, waste and vent pipes : RmtR2-CS-PS-34-a-1 100 mm dia. Sand cast iron S&S pipe as per IS: 1729. Rmt 36.00 1130.00 40680.00
R2-CS-PS-34-b-1 75 mm dia. Sand cast iron S&S pipe as per IS: 1729. Rmt 16.00 919.00 14704.00
80 R2-CS-PS-35 Each
R2-CS-PS-35-a 75 mm dia pipe Each 2.00 100.00 200.00R2-CS-PS-35-b 100 mm dia pipe Each 6.00 118.00 708.00
81 R2-CS-PS-36 Each
R2-CS-PS-36-a for 100 mm dia pipe Each 6.00 213.00 1278.00R2-CS-PS-36-b for 75 mm dia pipe Each 2.00 209.00 418.00
82 R2-CS-PS-37 Each
R2-CS-PS-37-a-1 100 mm dia. Sand cast iron S&S pipe as per IS: 1729. Each 6.00 579.00 3474.00
R2-CS-PS-37-b-1 75 mm dia. Sand cast iron S&S pipe as per IS: 1729. Each 2.00 425.00 850.00
83 R2-CS-PS-64 Rmt
R2-CS-PS-64-a 100 mm dia. Pipe Rmt 40.00 32.00 1280.00R2-CS-PS-64-b 75 mm dia. Pipe Rmt 10.00 25.00 250.00
84 R2-CS-PS-85 Rmt
R2-CS-PS-85-a 15 mm nominal outer dia Pipes Rmt 25.00 206.00 5150.00R2-CS-PS-85-b 20 mm nominal outer dia Pipes Rmt 15.00 261.00 3915.00R2-CS-PS-85-c 25 mm nominal outer dia Pipes Rmt 10.00 279.00 2790.00R2-CS-PS-85-d 32 mm nominal outer dia Pipes Rmt 10.00 374.00 3740.00
Supplying and Fixing 100 mm internal dia. 4.0 mm thk. (weight approx. 10.0 Kg./Rm.) centrifugally cast C. I. pipes Confirming to IS 3989, sockets spigots type pipe for rain water/soil waste and ventilation with all fittings including scffolding, 1 : 1 CM jointing proper embedding and fixing on wall & column etc complete as directed.
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. :
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
18
DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
Sr. No..
Item No. / Page No.
85 Rmt
R2-CS-PS-87-a 15 mm nominal outer dia Pipes Rmt 10.00 176.00 1760.00R2-CS-PS-87-b 20 mm nominal outer dia Pipes Rmt 10.00 219.00 2190.00R2-CS-PS-87-c 25 mm nominal outer dia Pipes Rmt 10.00 245.00 2450.00R2-CS-PS-87-d 32 mm nominal outer dia Pipes Rmt 10.00 321.00 3210.00R2-CS-PS-87-e 40 mm nominal outer dia Pipes Rmt 10.00 479.00 4790.00
86 R2-CS-PS-91 Each
R2-CS-PS-91-a 25 to 40 mm nominal bore Each 2.00 525.00 1050.00
87 R2-CS-PS-92 Each 1.00 478.00 478.00
88 R2-CS-PS-93 Providing and fixing brass bib cock of approved quality : EachR2-CS-PS-93-a 15 mm nominal bore Each 3.00 313.00 939.00R2-CS-PS-93-b 20 mm nominal bore Each 3.00 449.00 1347.00
89 R2-CS-PS-94 Providing and fixing brass stop cock of approved quality EachR2-CS-PS-94-a 15 mm nominal bore Each 2.00 313.00 626.00R2-CS-PS-94-b 20 mm nominal bore Each 2.00 449.00 898.00
90 R2-CS-PS-95 Each
R2-CS-PS-95-a 25 mm nominal bore Each 1.00 578.00 578.00R2-CS-PS-95-b 32 mm nominal bore Each 1.00 886.00 886.00R2-CS-PS-95-c 40 mm nominal bore Each 1.00 1221.00 1221.00
91 R2-CS-PS-96 Each
R2-CS-PS-96-a 15 mm nominal bore Each 3.00 393.00 1179.00R2-CS-PS-96-b 20 mm nominal bore Each 1.00 520.00 520.00R2-CS-PS-96-c 25 mm nominal bore Each 1.00 585.00 585.00
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately).
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
19
DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
Sr. No..
Item No. / Page No.
92 R2-CS-FL-46 Each
R2-CS-FL-46-c Rmt 4.00 3949.00 15796.00
93 R2-CS-PS-100 No.
R2-CS-PS-100-b 150 mm diameter No. 2.00 746.00 1492.00
94 R2-CS-PS-142 Each 2.00 231.00 462.00
96 R2-CS-PS-10
R2-CS-PS-10-a-3 Each 1.00 9778.00 9778.00
97 R2-CS-PS-203 No. 2.00 1246.00 2492.00
98 R2-CS-PS-94-a Providing and fixing brass stop cock of approved quality No. 1.00 313.00 313.00
99 R2-CS-PS-33 Providing and fixing toilet paper holder :R2-CS-PS-33-a C.P. Brass Each 2.00 1462.00 2924.00
103 R2-CS-PS-204 Each 2.00 1513.00 3026.00
104 R2-CS-PS-126 2000.00 4.00 8000.00
105 R2-CS-PS-162 Each 714.00 4.00 2856.00
Total of Public Health Works 2,62,400.00
Providing and constructing raised platform of 750 mm wide and 600 to 750mm high using minimum 40mm thick polished kadappa stone slab base with minimum 15mm thk. polished stone top as specified below of approved quality, colour and texture, supported by both side polished, 40mm thk. and minimum 700mm wide kadappa spaced at not more than 1200mm clear, including polished facia of min. 100mm height as specified below with champhered/ rounded at the top edges, jointing in approved adhesives, machine cutting, making opening for sink and fixing the same in position, leveling, smoot cement plastering along the sides to match the existing surface in cement mortar, filling the joints with pigment mixed with cement, cleaning, finishing, curing etc complete as directed by Engineer In Charge. (The cost of providing the sink shall be paid extra as per plumbing items)
Ruby red / jet black / Hasan green Granite slab at top and facia
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required :
Kitchen sink with drain board 510x1040 mm bowl depth 200mm
Providing and fixing C.P. Brass two way bib cock with flange of approved quality and make.
Providing and fixing Health Faucet with one metre long easy flex tube in chrome finish and wall flange
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Per Litre
Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg
PART VII- STORM WATER DRAINAGE Ref.Drg No. Rev : R0
Sr. No..
DESCRIPTION UNIT QTY RATE AMOUNT
1 2 3 4 5 6 7
106
250 mm Diameter Rmt 185.00 836.00 154660.00
107 Each
Each 10.00 6487.00 64870.00
Each 2.00 14866.00 29732.00
Total of Storm Water Drainage 2,49,262.00
Date : 13/01/2017
Item No. /
Page No.
R2-CS-PS-163
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
R2-CS-PS-163-a
R2-CS-PS-169-a
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions,totalweightofcoverwithframetobenotlessthan38kg (weight of cover 23kg and weight of frame 15kg), R.C.C.top slab with 1:2:4mix (1cement: 2coarsesand: 4gradedstone aggregate 20mm nominal size), foundation concrete 1:4:8 (1 cement : 5 finesand : 10 graded stone aggregate 40 mm nominal size),insideplastering12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design
R2-CS-PS-169-
a-1
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
R2-CS-PS-169-
b-1
Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
