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11 1 Excavation for foundation in earth, soil of all types,sand, gravel and soft murum, including removingthe excavated material up to a distance of 50 m.beyond the building area & stacking andspreading as directed, dewatering, preparing thebed for the foundation and necessary backfilling,ramming, watering including shoring and struttingetc. complete. With Lift upto 1.5 m.
Bd.A.1 259 Cu.M. 104.00 104.00
11 2 Excavation for foundation in earth, soil of all types,sand, gravel and soft murum, including removingthe excavated material up to a distance of 50 m.beyond the building area & stacking andspreading as directed, dewatering, preparing thebed for the foundation and necessary backfilling,ramming, watering including shoring and struttingetc. complete. With Lift from 1.5m to 3.0m
Bd.A.1 259 Cu.M. 113.00 113.00
11 3 Excavation for foundation in hard murum includingremoving the excavated material upto distance of50 metres beyond the building area and stackingand spreading as directed, dewatering, preparingthe bed for the foundation and necessarybackfilling, ramming, watering including shoringand strutting etc. complete. With Lift upto 1.5 m.
Bd.A.2 259 Cu.M. 119.00 119.00
11 4 Excavation for foundation in hard murum includingremoving the excavated material upto distance of50 metres beyond the building area and stackingand spreading as directed, dewatering, preparingthe bed for the foundation and necessarybackfilling, ramming, watering including shoringand strutting etc. complete. With Lift from 1.5m to3.0m
Bd.A.2 259 Cu.M. 135.00 135.00
DSR P.No.
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JALGAON DISTRICT, P.W.D. D.S.R. for 2012-13
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11 5 Excavation for foundation in hard murum andboulders including removing the excavatedmaterials up to a distance 50 metres, beyond thebuilding area and stacking and spreading asdirected, dewatering, preparing the bed for thefoundation and necessary backfilling, ramming,watering including shoring and strutting etc.complete. With Lift upto 1.5 m.
Bd.A.3 259 Cu.M. 141.00 141.00
12 6 Excavation for foundation in hard murum andboulders including removing the excavatedmaterials up to a distance 50 metres, beyond thebuilding area and stacking and spreading asdirected, dewatering, preparing the bed for thefoundation and necessary backfilling, ramming,
Bd.A.3 259 Cu.M. 148.00 148.00
12 7 Excavation for foundation in soft rock or oldcement or lime masonry foundations includingremoving the excavated materials upto a distanceof 50 metres beyond the building area andstacking as directed including dewatering,preparing the bed for the foundation andnecessary back filling with available earth murum,ramming, watering including shoring and struttingetc. complete. With Lift upto 1.5 m.
Bd.A.4 259 Cu.M. 237.00 237.00
12 8 Excavation for foundation in soft rock or oldcement or lime masonry foundations includingremoving the excavated materials upto a distanceof 50 metres beyond the building area andstacking as directed including dewatering,preparing the bed for the foundation andnecessary back filling with available earth murum,ramming, watering including shoring and struttingetc. complete. With Lift from 1.5m to 3.0m
Bd.A.4 259 Cu.M. 269.00 269.00
12 9 Excavation for foundation in hard rock by blastingincluding trimming and levelling the bed bychiselling where necessary and removing theexcavated materials and stacking it in measurableheaps within a distance of 50 metres from thebuilding area including dewatering and back fillingwith available earth / murum, watering, rammingetc complete. With Lift upto 1.5 m.
Bd.A.5 259 Cu.M. 529.00 318.00
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12 10 Excavation for foundation in hard rock by blastingincluding trimming and levelling the bed bychiselling where necessary and removing theexcavated materials and stacking it in measurableheaps within a distance of 50 metres from thebuilding area including dewatering and back fillingwith available earth / murum, watering, rammingetc. complete. With Lift from 1.5m to 3.0m
Bd.A.5 259 Cu.M. 550.00 355.00
13 11 Excavation for foundation in hard rock bychiselling, wedging, line drilling, etc. includingtrimming and levelling the bed, removing theexcavated materials upto a distance of 50 metresbeyond the building area, stacking as directed,dewatering and backfilling with available earth /murum ramming, watering complete. With Liftupto 1.5 m.
Bd.A.6 260 Cu.M. 757.00 531.00
13 12 Excavation for foundation in hard rock bychiselling, wedging, line drilling, etc. includingtrimming and levelling the bed, removing theexcavated materials upto a distance of 50 metresbeyond the building area, stacking as directed,dewatering and backfilling with available earth /murum ramming, watering complete. With Liftfrom 1.5m to 3.0m
Bd.A.6 260 Cu.M. 787.00 570.00
13 13 Filling in plinth and floors with approvedexcavated materials in 15 cm to 20 cm layersincluding watering and compaction complete.
Bd.A.10 262 Cu.M. 37.00 37.00
13 14 Filling in plinth and floors with contractor's materialapproved by Engineer-in-charge in 15 cm to20cm. layers including watering and compactioncomplete.
Bd.A.11 263 Cu.M. 238.00 46.00
13 15 Providing dry trap / granite / quartzite / gneissrubble stone soling 15 cm to 20 cm thick includinghand packing and compacting complete.
Bd.A.12 264 Cu.M. 278.00 83.00
13 16 Providing and filling in the foundation with sand ofapproved quality including watering, compactioncomplete.
Bd.A.13 264 Cu.M. 272.00 47.00
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13 17 Providing soling using 80 mm size trap metal in 15cm. layer including filling voids with sand / grit,ramming, watering complete. Additional ItemSpec. No. : As directed by Engineer-in-charge.
---- ---- Cu.M. 307.00 74.00
15 18 Providing and fabricating structural steel work inrolled sections like joists, channels, angles, teesetc. as per detailed designs and drawing includingfixing in position without connecting plates, bracesetc. and one coat of anticorrosive paint and over ittwo coats of oil paintings of approved quality andshade complete.
Bd.C.2 275 M.T. 65747.00 5569.00
15 19 Providing and fabricating structural steel work inrolled sections, fixed with connecting plates orangle cleats in main and cross beams, hip andjack rafters, purlins, connecting to truss membersand the like, as per detailed designs and drawingor as directed including cutting, fabricating,hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coat ofanticorrosive paint and over it two coats of oilpainting of approved quality and shade complete.
Bd.C.3 275 M.T. 62179.00 6325.00
15 20 Providing structural steel work in single stanchions composed of R.S.J. Channel etc. with caps,bases, mild steel plates, angle brackets, cleats,gusset plates, anchor bolts etc. as per detaileddesigns and drawings or as directed includingcutting, fabrication, hoisting, erecting, fixing inposition, making riveted / bolted / weldedconnection and one coat of anticorrosive paint andover it two coats of oil painting of approved qualityand shade etc. Complete
Bd.C.6 277 M.T. 59510.00 7275.00
15 21 Providing structural steel work in trusses, othersimilar trussed purlins and members with allbracing, gusset plates etc. as per detailed designsand drawings or as directed including cutting,fabricating, hoisting, erecting, fixing in position,making riveted / bolted / welded connection andone coat of anticorrosive paint and over it 2 coatsof oil painting of approved quality and shadecomplete.
Bd.C.8 278 M.T. 68815.00 9775.00
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15 22 Providing and erecting structural steel for sakavwith all bracing gusset plates etc. as per detaileddesign and drawing or as directed includingcutting, fabrication, hoisting, erecting, fixing inposition, making riveted / bolted / weldedconnection and oil painting with 2 coats ofapproved quality and shade complete. AdditionalItem Spec. No. : As directed by Engineer-in-charge.
---- ---- M.T. 74433.00 9364.00
16 23 Providing, fabricating and erecting at site of workthe tubular / rectangular hollow steel structure(shed) of standard size as per standard designand specifications, having various spans rangingfrom 6 m. to 18 m. length, in-between trusses andin multiples of standard length of bays asspecified, as per standard specifications inclusiveof cost of steel tubular / rectangular hollowtrusses, tubular columns (3.5 m. height), purlins,tie runners, foundation bolts, base plates, nuts &bolts, welding wherever required etc. as perdetailed drawing inclusive of one coat ofanticorrosive paint and two coats of oil painting ofapproved quality and shade complete. AdditionalItem Spec. No. : As directed by Engineer-in-charge.
---- ---- M.T. 70914.00 8510.00
16 24 Providing Gas or Electrical welding for structuralsteel section, plates as per detailed drawing. (Forless than 10mm thick section.) Additional ItemSpec. No. : As directed by Engineer in charge.
---- ---- Cm 4.00 2.00
19 25 Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metalfor foundation and bedding including bailing-outwater manually, formwork, compacting, coveringnewly laid concrete by gunny bag, plastic ortarpaulin, curing etc. complete. (Wooden planks /shuttering will not be allowed)
Bd.E.1 IS
456:2000
287 Cu.M. 3613.00 355.00
19 26 Providing and laying in situ cement concrete M-10/ 1:3:6 of trap / granite / quartzite / gneiss metal forfoundation and bedding including bailing-out watermanually formwork, compacting, covering newlylaid concrete by gunny bag, plastic or tarpaulin,curing etc. complete. (Wooden planks / shutteringwill not be allowed)
Bd.E.1IS
456:2000
287 Cu.M. 2696.00 405.00
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19 27 Providing and laying is situ, cement concrete in1:4:8 of trap / granite / quartzite / gneiss metal forfoundation and bedding including bailing-out watermanually, formwork, compacting, covering newlylaid concrete by gunny bag, plastic or tarpaulin,curing etc. complete. (Wooden planks / shutteringwill not be allowed)
Bd.E.1IS
456:2000
287 Cu.M. 2373.00 413.00
19 28 Providing and laying in situ cement concrete in1:5:10 of trap / granite / quartzite / gneiss metal forfoundation and bedding including bailing-out watermanually, formwork, compacting, covering newlylaid concrete by gunny bag, plastic or tarpaulin,curing etc. complete. (Wooden planks / shutteringwill not be allowed)
Bd.E.1IS
456:2000
287 Cu.M. 2082.00 405.00
19 29 Providing and casting in situ cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metalfor steps including centering, form work,compacting, covering newly laid concrete bygunny bag, plastic or tarpaulin, roughening them ifspecial finish is to be provided and curing andfinishing if required etc. complete. (The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks / shuttering will not be allowed)
Bd.E.2 IS
456:2000
288 Cu.M. 3679.00 422.00
20 30 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite / gneiss metal forsteps including centering, form work, compacting,covering newly laid concrete by gunny bag, plasticor tarpaulin, roughening them if special finish is tobe provided and curing and finishing if requiredetc. complete. (The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.E.2 IS
456:2000
288 Cu.M. 4503.00 422.00
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20 31 Providing and casting in situ cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneissmetal, moulded or chamfered as per drawing or asdirected for coping to plinth or parapet, includingcentering, form work, compacting, covering newlylaid concrete by gunny bag, plastic or tarpaulin,roughening them if special finish is to be providedand curing and finishing if required etc. complete.(The cement mortar 1:3 plaster is considered forrendering uneven and honeycombed surface only.Wooden planks / shuttering will not be allowed)
Bd.E.3 IS
456:2000
288 Cu.M. 4066.00 405.00
20 32 Providing and casting in situ cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneissmetal, moulded or chamfered as per drawing or asdirected for bed blocks, including centering, formwork, compacting, covering newly laid concrete bygunny bag, plastic or tarpaulin, roughening them ifspecial finish is to be provided and curing andfinishing if required etc. complete. (The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks / shuttering will not be allowed)
Bd.E.3 IS
456:2000
288 Cu.M. 3872.00 413.00
20 33 Providing and casting in situ cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneissmetal, moulded or chamfered as per drawing or asdirected for plain or moulded sills, cornice, jambs,architraves, including centering, form work,compacting, covering newly laid concrete bygunny bag, plastic or tarpaulin, roughening them ifspecial finish is to be provided and curing andfinishing if required etc. complete. (The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks / shuttering will not be allowed)
Bd.E.3 IS
456:2000
288 Cu.M. 4202.00 463.00
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21 34 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite / gneiss metal,moulded or chamfered as per drawing or asdirected for bed blocks, foundation blocks,including centering, form work, compacting,covering newly laid concrete by gunny bag, plasticor tarpaulin, roughening them if special finish is tobe provided and curing and finishing if requiredetc. complete. (The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.E.4 IS
456:2000
289 Cu.M. 4485.00 388.00
21 35 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite / gneiss metal,moulded or chamfered as per drawing or asdirected for plain or moulded sills, cornice, jambs,architraves, including centering, form work,compacting, covering newly laid concrete bygunny bag, plastic or tarpaulin, roughening them ifspecial finish is to be provided and curing andfinishing if required etc. complete. (The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks / shuttering will not be allowed)
Bd.E.4 IS
456:2000
289 Cu.M. 4970.00 439.00
21 36 Providing and laying in situ cement concrete of M-15 / 1:2:4 grade (by using cement 75% and fly ash25%) of trap / granite / quartzite / gneiss metal forfoundation and bedding including bailing out watermanually, formwork, compacting, covering newlylaid concrete by gunny bag, plastic or tarpulin,curing etc. complete. (wooden planks / shutteringwill not be allowed)
---- ---- Cu.M. 3389.00 355.00
21 37 Providing and laying in situ cement concrete of M-10 / 1:3:6 grade (by using cement 75% and fly ash25%) of trap / granite / quartzite / gneiss metal forfoundation and bedding including bailing out watermanually, formwork, compacting, covering newlylaid concrete by gunny bag, plastic or tarpulin,curing etc. complete. (wooden planks / shutteringwill not be allowed)
---- ---- Cu.M. 2534.00 405.00
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22 38 Providing and laying in situ cement concrete of1:4:8 grade (by using cement 75% and fly ash25%) of trap / granite / quartzite / gneiss metal forfoundation and bedding including bailing out watermanually, formwork, compacting, covering newlylaid concrete by gunny bag, plastic or tarpulin,curing etc. complete. (wooden planks / shutteringwill not be allowed)
---- ---- Cu.M. 2260.00 413.00
22 39 Providing and laying in situ cement concrete of1:5:10 grade (by using cement 75% and fly ash25%) of trap / granite / quartzite / gneiss metal forfoundation and bedding including bailing out watermanually, formwork, compacting, covering newlylaid concrete by gunny bag, plastic or tarpulin,curing etc. complete. (wooden planks / shutteringwill not be allowed)
---- ---- Cu.M. 1987.00 405.00
25 40 Providing and laying in situ cement concrete of M-15 grade of trap / granite / quartzite / gneiss metalfor R.C.C. work in foundations like raft, grillages,strips, foundations and footings of R.C.C. columnsand steel stanchions including bailing-out watermanually, formwork, compacting, covering newlylaid concrete by gunny bag, plastic or tarpaulin,curing and roughening the surface if special finishis to be provided (Excluding reinforcement, &structural steel) The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. (Wooden planks /shuttering will not be allowed)
Bd.F.2 IS
456:2000
298 Cu.M. 3792.00 515.00
25 41 Providing and laying in situ cement concrete of M-20 grade of trap / granite / quartzite / gneiss metalfor R.C.C. work in foundations like raft, grillages,strips, foundations and footings of R.C.C. columnsand steel stanchions including bailing-out watermanually, formwork, compacting, covering newlylaid concrete by gunny bag, plastic or tarpaulin,curing and roughening the surface if special finishis to be provided (Excluding reinforcement, &structural steel) The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. (Wooden planks /shuttering will not be allowed)
Bd.F.2 IS
456:2000
298 Cu.M. 4244.00 515.00
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25 42 Providing and casting in situ cement concrete of M-15 grade of trap granite / quartzite / gneiss metalfor R.C.C. columns as per detailed designs anddrawings or as directed including fixing plasticcover block of required size at 1.5 meter C/C nearthe edge of each side and at the center when thewidth is more than 75 cm. to reinforcement to giverequired clear cover 40mm to 65mm from all sidesin R.C.C. Column, centering, formwork of plywood/ steel, compaction, covering newly laid concreteby gunny bag, plastic or tarpaulin, finishing theformed surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is tobe provided and curing etc. complete. (Excludingreinforcement.) The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. (Wooden planks /shuttering will not be allowed)
Bd.F.5 IS
456:2000
300 Cu.M. 5636.00 961.00
26 43 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metalfor R.C.C. columns as per detailed designs anddrawings or as directed including fixing plasticcover block of required size at 1.5 meter C/C nearthe edge of each side and at the center when thewidth is more than 75 cm. to reinforcement to giverequired clear cover 40mm to 65mm from all sidesin R.C.C. Column, centering, formwork of plywood/ steel, compaction, covering newly laid concreteby gunny bag, plastic or tarpaulin, finishing theformed surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is tobe provided and curing etc. complete. (Excludingreinforcement.) The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. (Wooden planks /shuttering will not be allowed)
Bd.F.5 IS
456:2000
300 Cu.M. 5982.00 994.00
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26 44 Providing and casting in situ cement concrete of M-25 grade of trap granite / quartzite / gneiss metalfor R.C.C. columns as per detailed designs anddrawings or as directed including fixing plasticcover block of required size at 1.5 meter C/C nearthe edge of each side and at the center when thewidth is more than 75 cm. to reinforcement to giverequired clear cover 40mm to 65mm from all sidesin R.C.C. Column, centering, formwork of plywood/ steel, compaction, covering newly laid concreteby gunny bag, plastic or tarpaulin, finishing theformed surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is tobe provided and curing etc. complete. (Excludingreinforcement.) The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. (Wooden planks /shuttering will not be allowed)
Bd.F.5 IS
456:2000
300 Cu.M. 6402.00 1078.00
27 45 Providing and casting in situ cement concrete of M-30 grade of trap granite / quartzite / gneiss metalfor R.C.C. columns as per detailed designs anddrawings or as directed including centering,formwork of plywood / steel, compaction, coveringnewly laid concrete by gunny bag, plastic ortarpaulin, finishing the formed surface with cementmortar 1:3 of sufficient minimum thickness to givea smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete. (Excluding reinforcement.) The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. (Woodenplanks / shuttering will not be allowed)
Bd.F.5 IS
456:2000
300 Cu.M. 6661.00 1105.00
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27 46 Providing and casting in situ cement concrete of M-15 grade of trap granite / quartzite / gneiss metalfor R.C.C. beams and lintels as per detaileddesigns and drawings or as directed includingplacing in position plastic cover block of requiredsize at 90 cm. C/C each main bottom bars tostamping at sides to give required clear coverfrom all sides in R.C.C. Beam, centering,formwork of plywood / steel, compaction, coveringnewly laid concrete by gunny bag, plastic ortarpaulin, finishing the formed surface with cementmortar 1:3 of sufficient minimum thickness to givea smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete. (Excluding reinforcement. The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks / shuttering will not be allowed)
Bd.F.6 IS
456:2000
300 Cu.M. 5874.00 910.00
28 47 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metalfor R.C.C. beams and lintels as per detaileddesigns and drawings or as directed includingplacing in position plastic cover block of requiredsize at 90 cm. C/C each main bottom bars tostamping at sides to give required clear coverfrom all sides in R.C.C. Beam, centering,formwork of plywood / steel, compaction, coveringnewly laid concrete by gunny bag, plastic ortarpaulin, finishing the formed surface with cementmortar 1:3 of sufficient minimum thickness to givea smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete. (Excluding reinforcement. The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks / shuttering will not be allowed)
Bd.F.6 IS
456:2000
300 Cu.M. 6266.00 994.00
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28 48 Providing and casting in situ cement concrete of M-25 grade of trap granite / quartzite / gneiss metalfor R.C.C. beams and lintels as per detaileddesigns and drawings or as directedincludingplacing in position plastic cover block of requiredsize at 90 cm. C/C each main bottom bars tostamping at sides to give required clear coverfrom all sides in R.C.C. Beam, centering,formwork of plywood / steel, compaction, coveringnewly laid concrete by gunny bag, plastic ortarpaulin, finishing the formed surface with cementmortar 1:3 of sufficient minimum thickness to givea smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete. (Excluding reinforcement. The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks / shuttering will not be allowed)
Bd.F.6 IS
456:2000
300 Cu.M. 6674.00 1078.00
28 49 Providing and casting in situ cement concrete of M-15 grade of trap granite / quartzite / gneiss metalfor R.C.C. portals as per detailed designs anddrawings or as directed including centering,formwork of plywood / steel, compaction, coveringnewly laid concrete by gunny bag, plastic ortarpaulin, finishing the formed surface with cementmortar 1:3 of sufficient minimum thickness to givea smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete. (Excluding reinforcement. The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks / shuttering will not be allowed)
Bd.F.7 IS
456:2000
301 Cu.M. 5561.00 888.00
29 50 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metalfor R.C.C. portals as per detailed designs anddrawings or as directed including centering,formwork of plywood / steel, compaction, coveringnewly laid concrete by gunny bag, plastic ortarpaulin, finishing the formed surface with cementmortar 1:3 of sufficient minimum thickness to givea smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete. (Excluding reinforcement. The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks / shuttering will not be allowed)
Bd.F.7 IS
456:2000
301 Cu.M. 5908.00 888.00
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29 51 Providing and casting in situ cement concrete of M-15 grade of trap granite / quartzite / gneiss metalfor R.C.C. slabs and landings as per detaileddesigns and drawings or as directed includingfixing plastic cover block of required size at 27Nos in per 10Sqm to reinforcement to give a clearcover of 15 mm in R.C.C. Slabs, fixing fan hookbox of 100 mm diameter PVC or MS materialwithrequired depth with holes or notches as required,bottom with 12 mm dia. M.S. bar bent to shapewith hooked ends for fan hook and painting toexposed surface, centering, formwork of steel,compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing theformed surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is tobe provided and curing etc. complete. (Excludingreinforcement. The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.8 IS
456:2000
302 Cu.M. 6019.00 994.00
30 52 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metalfor R.C.C. slabs and landings as per detaileddesigns and drawings or as directed includingfixing plastic cover block of required size at 27Nos in per 10Sqm to reinforcement to give a clearcover of 15 mm in R.C.C. Slabs, fixing fan hookbox of 100 mm diameter PVC or MS materialwithrequired depth with holes or notches as required,bottom with 12 mm dia. M.S. bar bent to shapewith hooked ends for fan hook and painting toexposed surface, centering, formwork of steel,compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing theformed surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is tobe provided and curing etc. complete. (Excludingreinforcement. The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.8 IS
456:2000
302 Cu.M. 6420.00 1096.00
14
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UnitDESCRIPTION OF ITEMS
30 53 Providing and fixing fan hook box of 2mm thickM.S. sheet rectangular size 180 x 100 mm withrequired depth with holes or notches as required,bottom and top sides of 1.6 mm M.S. sheet fixedwith 3.5 mm dia round headed screws togetherwith 12mm dia. M.S. bar bent to shape withhooked ends for fan hook and painting to exposedsurface. Spec. No.: As directed by Engineer-in-charge.
---- ---- No. 118.00 12.00
30 54 Providing and casting in situ cement concrete of M-15 grade of trap granite / quartzite / gneiss metalfor R.C.C. chhajja as per detailed designs anddrawings or as directed including centering,formwork of steel, compaction, covering newly laidconcrete by gunny bag, plastic or tarpaulin,finishing the formed surface with cement mortar1:3 of sufficient minimum thickness to give asmooth and even surface or roughening if specialfinish is to be provided and curing etc. complete.(Excluding reinforcement. The cement mortar 1:3plaster is considered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.9 IS
456:2000
303 Cu.M. 6019.00 1230.00
31 55 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metalfor R.C.C. chhajja as per detailed designs anddrawings or as directed including centering,formwork of steel, compaction, covering newly laidconcrete by gunny bag, plastic or tarpaulin,finishing the formed surface with cement mortar1:3 of sufficient minimum thickness to give asmooth and even surface or roughening if specialfinish is to be provided and curing etc. complete.(Excluding reinforcement. The cement mortar 1:3plaster is considered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.9 IS
456:2000
303 Cu.M. 6420.00 1314.00
15
1 1 2 3 4 5 6 7
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31 56 Providing and casting in situ cement concrete of M-15 grade of trap granite / quartzite / gneiss metalfor R.C.C. canopy as per detailed designs anddrawings or as directed including centering,formwork of steel, compaction, covering newly laidconcrete by gunny bag, plastic or tarpaulin,finishing the formed surface with cement mortar1:3 of sufficient minimum thickness to give asmooth and even surface or roughening if specialfinish is to be provided and curing etc. complete.(Excluding reinforcement. The cement mortar 1:3plaster is considered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.10 IS
456:2000
304 Cu.M. 6019.00 1230.00
31 57 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metalfor R.C.C. canopy as per detailed designs anddrawings or as directed including centering,formwork of steel, compaction, covering newly laidconcrete by gunny bag, plastic or tarpaulin,finishing the formed surface with cement mortar1:3 of sufficient minimum thickness to give asmooth and even surface or roughening if specialfinish is to be provided and curing etc. complete.(Excluding reinforcement. The cement mortar 1:3plaster is considered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.10 IS
456:2000
304 Cu.M. 6420.00 1314.00
32 58 Providing and casting in situ cement concrete of M-15 grade of trap granite / quartzite / gneiss metalfor R.C.C. pardi upto 150mm thickness as perdetailed designs and drawings or as directedincluding centering, formwork of steel,compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing theformed surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is tobe provided and curing etc. complete. (Excludingreinforcement. The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.11 IS
456:2000
304 Cu.M. 6470.00 1246.00
16
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32 59 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metalfor R.C.C. pardi upto 150mm thickness as perdetailed designs and drawings or as directedincluding centering, formwork of steel,compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing theformed surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is tobe provided and curing etc. complete. (Excludingreinforcement. The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.11 IS
456:2000
304 Cu.M. 6955.00 1098.00
32 60 Providing and casting in situ cement concrete of M-15 grade of trap granite / quartzite / gneiss metalfor R.C.C. coping to plinth or parapet and sills ofdoors and windows moulded as per detaileddesigns and drawings or as directed includingcentering, formwork of steel, compaction, coveringnewly laid concrete by gunny bag, plastic ortarpaulin, finishing the formed surface with cementmortar 1:3 of sufficient minimum thickness to givea smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete. (Excluding reinforcement. The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks / shuttering will not be allowed)
Bd.F.12 IS
456:2000
304 Cu.M. 4002.00 463.00
33 61 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metalfor R.C.C. coping to plinth or parapet and sills ofdoors and windows moulded as per detaileddesigns and drawings or as directed includingcentering, formwork of steel, compaction, coveringnewly laid concrete by gunny bag, plastic ortarpaulin, finishing the formed surface with cementmortar 1:3 of sufficient minimum thickness to givea smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete. (Excluding reinforcement. The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks / shuttering will not be allowed)
Bd.F.12 IS
456:2000
304 Cu.M. 4373.00 515.00
17
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33 62 Providing and casting in situ cement concrete of M-15 grade of trap granite / quartzite / gneiss metalfor R.C.C. waist slabs as per detailed designs anddrawings or as directed including centering,formwork of steel, compaction, covering newly laidconcrete by gunny bag, plastic or tarpaulin,finishing the formed surface with cement mortar1:3 of sufficient minimum thickness to give asmooth and even surface or roughening if specialfinish is to be provided and curing etc. complete.(Excluding reinforcement. The cement mortar 1:3plaster is considered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.13 IS
456:2000
305 Cu.M. 6019.00 1162.00
33 63 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metalfor R.C.C. waist slabs as per detailed designs anddrawings or as directed including centering,formwork of steel, compaction, covering newly laidconcrete by gunny bag, plastic or tarpaulin,finishing the formed surface with cement mortar1:3 of sufficient minimum thickness to give asmooth and even surface or roughening if specialfinish is to be provided and curing etc. complete.(Excluding reinforcement. The cement mortar 1:3plaster is considered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.13 IS
456:2000
305 Cu.M. 6389.00 1189.00
34 64 Providing and casting in situ cement concrete of M-15 grade of trap granite / quartzite / gneiss metalfor R.C.C. newel posts of staircases as perdetailed designs and drawings or as directedincluding centering, formwork of steel,compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing theformed surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is tobe provided and curing etc. complete. (Excludingreinforcement. The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.14 IS
456:2000
305 Cu.M. 6056.00 994.00
18
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34 65 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metalfor R.C.C. newel posts of staircases as perdetailed designs and drawings or as directedincluding centering, formwork of steel,compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing theformed surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is tobe provided and curing etc. complete. (Excludingreinforcement. The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.14 IS
456:2000
305 Cu.M. 6389.00 1162.00
34 66 Providing and casting in situ cement concrete of M-15 grade of trap granite / quartzite / gneiss metalfor R.C.C. arches with skew backs as per detaileddesigns and drawings or as directed includingcentering, formwork of steel, compaction, coveringnewly laid concrete by gunny bag, plastic ortarpaulin, finishing the formed surface with cementmortar 1:3 of sufficient minimum thickness to givea smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete. (Excluding reinforcement. The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks / shuttering will not be allowed)
Bd.F.15 IS
456:2000
306 Cu.M. 6276.00 994.00
35 67 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metalfor R.C.C. arches with skew backs as per detaileddesigns and drawings or as directed includingcentering, formwork of steel, compaction, coveringnewly laid concrete by gunny bag, plastic ortarpaulin, finishing the formed surface with cementmortar 1:3 of sufficient minimum thickness to givea smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete. (Excluding reinforcement. The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks / shuttering will not be allowed)
Bd.F.15 IS
456:2000
306 Cu.M. 6389.00 1096.00
19
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35 68 Providing and casting in situ cement concrete of M-15 grade of trap granite / quartzite / gneiss metalfor R.C.C. fins upto 65mm thickness as perdetailed designs and drawings or as directedincluding centering, formwork of steel,compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing theformed surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is tobe provided and curing etc. complete. (Excludingreinforcement. The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.16IS
456:2000
306 Cu.M. 7858.00 1381.00
35 69 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metalfor R.C.C. fins upto 65mm thickness as perdetailed designs and drawings or as directedincluding centering, formwork of steel,compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing theformed surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is tobe provided and curing etc. complete. (Excludingreinforcement. The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.16IS
456:2000
306 Cu.M. 8219.00 1381.00
36 70 Providing and fixing in position T.M.T. steel barreinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beamscolumns, canopies, staircase, newels, chajjas,lintels pardis, copings, fins, arches etc. as perdetailed designs, drawings and schedulesincluding cutting, bending, hooking the bars,binding with wires or tack welding and supportingas required complete.(T.M.T. steel from IntegretedPlant)
Bd.F.17 306 M.T. 60218.00 4343.00
20
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36 71 Providing and fixing in position T.M.T. steel barreinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beamscolumns, canopies, staircase, newels, chajjas,lintels pardis, copings, fins, arches etc. as perdetailed designs, drawings and schedulesincluding cutting, bending, hooking the bars,binding with wires or tack welding and supportingas required complete.(T.M.T. steel from OtherPlant)
Bd.F.17 306 M.T. 56388.00 4343.00
36 72 Providing and fixing in position after hoisting,precast 1:2 cement mortar reinforced Jali of 50mm thickness of approved design fixing in cementmortar 1:3 and curing complete (including 3mmdiameter mild steel bar reinforcement).
Bd.F.19 307 Sq.M. 546.00 91.00
36 73 Providing and fixing in position after hoisting,precast 1:2 cement mortar reinforced Jali of 80mm thickness of approved design fixing in cementmortar 1:3 and curing complete (including 3mmdiameter mild steel bar reinforcement).
Bd.F.19 307 Sq.M. 664.00 101.00
36 74 Providing and fixing after hoisting precast R.C.C.fins of M-15 grade trap metal 50 mm thick incement mortar 1:3 in the position shown indetailed drawing or as directed by the Engineer-in-charge including reinforcement curing etc.complete.
---- ---- Sq.M. 587.00 111.00
37 75 Providing and casting in situ cement concrete of M-15 grade of trap granite / quartzite / gneiss metalfor encasing steel stanchions as per detaileddesigns and drawings or as directed includingcentering, formwork of plywood / steel,compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing theformed surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is tobe provided and curing etc. complete. (Excludingreinforcement. The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.25 IS
456:2000
309 Cu.M. 5702.00 663.00
21
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37 76 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metalfor encasing steel stanchions as per detaileddesigns and drawings or as directed includingcentering, formwork of plywood / steel,compaction, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing theformed surface with cement mortar 1:3 ofsufficient minimum thickness to give a smooth andeven surface or roughening if special finish is tobe provided and curing etc. complete. (Excludingreinforcement. The cement mortar 1:3 plaster isconsidered for rendering uneven andhoneycombed surface only. Wooden planks /shuttering will not be allowed)
Bd.F.25 IS
456:2000
309 Cu.M. 6088.00 756.00
37 77 Providing and casting in situ cement concrete of M-15 grade of trap granite / quartzite / gneiss metalfor encasing steel beams as per detailed designsand drawings or as directed including centering,formwork of plywood / steel, compaction, coveringnewly laid concrete by gunny bag, plastic ortarpaulin, finishing the formed surface with cementmortar 1:3 of sufficient minimum thickness to givea smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete. (Excluding reinforcement. The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks / shuttering will not be allowed)
Bd.F.26 IS
456:2000
310 Cu.M. 5734.00 663.00
38 78 Providing and casting in situ cement concrete of M-20 grade of trap granite / quartzite / gneiss metalfor encasing steel beams as per detailed designsand drawings or as directed including centering,formwork of plywood / steel, compaction, coveringnewly laid concrete by gunny bag, plastic ortarpaulin, finishing the formed surface with cementmortar 1:3 of sufficient minimum thickness to givea smooth and even surface or roughening ifspecial finish is to be provided and curing etc.complete. (Excluding reinforcement. The cementmortar 1:3 plaster is considered for renderinguneven and honeycombed surface only. Woodenplanks / shuttering will not be allowed)
Bd.F.26 IS
456:2000
310 Cu.M. 6136.00 756.00
22
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38 79 Providing and laying 50 mm thick layer in cementmortar 1:8 below plinth beam including floating,watering, curing and levelling and ramming thebed if necessary before laying the layer etc.complete. Additional Item Spec. No. : As directedby Engineer in charge.
---- ---- Sq.M. 115.00 36.00
38 80 Providing and fixing Plastic Cover Blocks ofrequired size at 1.5 metre C / C near the edge ofeach side and at centre when the width is morethan 75 cm to reinforcement to give a clear coverof 40 mm. to 65 mm. from all sides in R.C.C.columns complete. Additional Item Spec. No. : Asdirected by Engineer in charge.
---- ---- Cu.M.
of concrete
quantity
19.00 6.00
38 81 Providing and fixing Plastic Cover Blocks ofrequired size at 27 Nos. in per 10 sq.m. toreinforcement to give a clear cover of 15mm inRCC. Slab complete. Additional Item Spec. No. :As directed by Engineer in charge.
---- ---- Cu.M.
of concrete
quantity
7.00 1.00
38 82 Providing and placing in position Plastic CoverBlocks of required size at 90 cm. c / c to eachmain bottom bars & to stamping at sides to giverequired clear cover from all sides in RCC Beamscomplete. Additional Item Spec. No. : As directedby Engineer in charge.
---- ---- Cu.M.
of concrete
quantity
29.00 4.00
39 83 Providing & casting in situ cement concrete of M-15 grade of trap metal for RCC. rectangular gridbeam with slab as per detailed design & drawing ifnecessary, centering, plywood formwork,compacting, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing theformed surface with C.M. 1:3 of sufficientminimum thickness to give smooth & even surfaceor roughening them if special finish is to beprovided & curing (Excluding reinforcement)complete. (For grid slab the distance betweenbeam in both directions should be less than 2 m.)(Wooden planks shuttering will not be allowed)Additional Item Spec. No. : As directed byEngineer in charge.
---- ---- Cu.M. 6600.00 1449.00
23
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39 84 Providing & casting in situ cement concrete of M-20 grade of trap metal for RCC. rectangular gridbeam with slab as per detailed design & drawing ifnecessary, centering, plywood formwork,compacting, covering newly laid concrete bygunny bag, plastic or tarpaulin, finishing theformed surface with C.M. 1:3 of sufficientminimum thickness to give smooth & even surfaceor roughening them if special finish is to beprovided & curing (Excluding reinforcement)complete. (For grid slab the distance betweenbeam in both directions should be less than 2 m.)(Wooden planks shuttering will not be allowed)Additional Item Spec. No. : As directed byEngineer in charge.
---- ---- Cu.M. 8067.00 1532.00
39 85 Providing and erecting steel centering for R.C.C.slab with contractor's material of standard steeladjustable props and standard steel truss / joints,centering plates for bottom of slab and steel platesfor bottom of beam etc. of the adequate strengthproperly braced for obtaining adequate rigidity towithstand all loads coming on it includingpermanent and temporary fixtures and fasteningetc. complete for the R.C.C. members like beamsand slab, including its removal after the specifiedperiod stacking, making good damper part, itsreplacement before its next use with all leads andlifts (All centering materials shall be provided bythe contractor)
---- ---- Sq.M. 134.00 45.00
40 86 Providing and erecting steel centering for R.C.C.beams with contractor's material of standard steeladjustable props and standard steel truss / joints,centering plates for bottom of slab and steel platesfor bottom of beam etc. of the adequate strengthproperly braced for obtaining adequate rigidity towithstand all loads coming on it includingpermanent and temporary fixtures and fasteningetc. complete for the R.C.C. members like beamsand slab, including its removal after the specifiedperiod stacking, making good damper part, itsreplacement before its next use with all leads andlifts (All centering materials shall be provided bythe contractor)
---- ---- R.M. 140.00 46.00
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65 87 Providing Brick masonry in cement mortar 1:6using Second class burnt bricks in foundationsand plinth of inner walls / in plinth of external wallsincluding bailing-out water manually, striking jointson unexposed faces, raking out joints on exposedfaces and watering complete.
Bd.G.1 IS 12894
: 1990
313 Cu.M. 3765.00 428.00
65 88 Providing Brick masonry in cement mortar 1:6using Fly Ash bricks in foundations and plinth ofinner walls / in plinth of external walls includingbailing-out water manually, striking joints onunexposed faces, raking out joints on exposedfaces and watering complete.
Bd.G.1 313 Cu.M. 3677.00 339.00
65 89 Providing Brick masonry in cement mortar 1:6using Second class burnt bricks in plinth asbacking in composite masonry including bailingout water manually, striking joints, raking out jointsand watering complete.
Bd.G.3 IS 12894
: 1990
314 Cu.M. 3416.00 419.00
65 90 Providing Brick masonry in cement mortar 1:6using Fly Ash bricks in plinth as backing incomposite masonry including bailing out watermanually, striking joints, raking out joints andwatering complete.
Bd.G.3 314 Cu.M. 3355.00 288.00
65 91 Providing Bricks masonry in cement mortar 1:6using Second class burnt bricks in superstructureincluding striking joints, raking out joints, wateringand scaffolding complete.
Bd.G.5 IS 12894
: 1990
314 Cu.M. 3817.00 402.00
65 92 Providing Bricks masonry in cement mortar 1:6using Fly Ash bricks in superstructure includingstriking joints, raking out joints, watering andscaffolding complete.
Bd.G.5 315 Cu.M. 3716.00 310.00
65 93 Providing Bricks masonry in cement mortar 1:8using Second class burnt bricks in superstructureincluding striking joints, raking out joints, wateringand scaffolding complete.
Bd.G.5 IS 12894
: 1990
315 Cu.M. 3594.00 428.00
65 94 Providing Bricks masonry in cement mortar 1:8using Fly Ash bricks in superstructure includingstriking joints, raking out joints, watering andscaffolding complete.
Bd.G.5 315 Cu.M. 3573.00 324.00
66 95 Providing Bricks masonry in cement mortar 1:6using Second class burnt bricks in superstructure,as backing in composite masonry includingscaffolding, raking out joints and wateringcomplete.
Bd.G.6 IS 12894
: 1990
316 Cu.M. 3817.00 428.00
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66 96 Providing Bricks masonry in cement mortar 1:6using Fly Ash bricks in superstructure, as backingin composite masonry including scaffolding, rakingout joints and watering complete.
Bd.G.6 316 Cu.M. 3716.00 332.00
66 97 Providing Bricks masonry in cement mortar 1:4using Second class burnt bricks in half brick thickwall including mild steel longitudinal reinforcementof 2 bars of 6 mm diameter / 2 hoop iron strips 25mm X 1.6 mm at every third course, properly bentand bounded at ends scaffolding, raking out jointsand watering complete.
Bd.G.7 IS 12894
: 1990
316 Sq.M. 663.00 93.00
66 98 Providing Bricks masonry in cement mortar 1:4using Fly Ash bricks in half brick thick wallincluding mild steel longitudinal reinforcement of 2bars of 6 mm diameter / 2 hoop iron strips 25 mmX 1.6 mm at every third course, properly bent andbounded at ends scaffolding, raking out joints andwatering complete.
Bd.G.7 316 Sq.M. 518.00 71.00
66 99 Providing Bricks-on-edge masonry in cementmortar 1:3 using Second class burnt bricksincluding mild steel longitudinal reinforcement of 2bars of 6mm diameter / one strips of hoop iron25mm X 1.6mm placed at every third course,properly bent and bonded at ends, scaffolding,raking out joints and watering complete.
Bd.G.8 IS 12894
: 1990
317 Sq.M. 528.00 84.00
66 100 Providing Bricks-on-edge masonry in cementmortar 1:3 using Fly Ash bricks including mildsteel longitudinal reinforcement of 2 bars of 6mmdiameter / one strips of hoop iron 25mm X 1.6mmplaced at every third course, properly bent andbonded at ends, scaffolding, raking out joints andwatering complete.
Bd.G.8 317 Sq.M. 458.00 72.00
67 101 Providing Bricks masonry in cement mortar 1:4using Second class burnt bricks includingscaffolding raking joints and watering in pillar ofrectangular or curved shapes as shown in thedrawings.
Bd.G.10IS 12894
: 1990
318 Cu.M. 4090.00 509.00
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UnitDESCRIPTION OF ITEMS
67 102 Providing Bricks masonry in cement mortar 1:4using Fly Ash bricks including scaffolding rakingjoints and watering in pillar of rectangular orcurved shapes as shown in the drawings.
Bd.G.10 318 Cu.M. 3956.00 389.00
67 103 Providing Second class burnt bricks masonry inmud mortar in superstructure including pointingwith cement mortar 1:3 raking out joints whenplastering is to be done, scaffolding and wateringcomplete.
Bd.G.18 322 Cu.M. 1575.00 282.00
67 104 Providing Brick work of fire bricks to the shapeand size as shown on drawing in fire clay 1:5proportion including scaffolding, raking out joints,pointing and curing complete.
Bd.G.20 323 Cu.M. 16780.00 645.00
71 105 Providing uncoursed rubble masonry of trap /granite / quartzite / gneiss stones in cementmortar 1:6 in foundations and plinth of inner walls /in plinth of external walls including bailing-outwater manually, striking joints on unexposed facesand watering complete.
Bd.H.1 329 Cu.M. 1398.00 313.00
71 106 Providing uncoursed rubble masonry of trap /granite / quartzite / gneiss stones in cementmortar 1:5 in basements including scaffolding,bailing-out water manually, racking out joints whenplastering is to be done striking joints where nopointing or plastering is to be done and wateringcomplete.
Bd.H.2 329 Cu.M. 1439.00 321.00
71 107 Providing uncoursed rubble masonry of trap /granite / quartzite / gneiss stones in cementmortar 1:6 in superstructure including raking outjoints when plastering is to be done / striking jointswhen no plastering is to be done watering andscaffolding complete.
Bd.H.4 331 Cu.M. 1436.00 345.00
71 108 Providing random rubble masonry second sort oftrap / granite / quartzite / gneiss stones in cementmortar 1:6 in plinth including bailing out watermanually striking joints on unexposed faces(Excluding pointing) etc. complete.
Bd.H.5 331 Cu.M. 1507.00 420.00
71 109 Providing coursed rubble masonry 1st sort forpillars of trap / granite / quartzite / gneiss stones incement mortar 1:6 including pointing with cementmortar 1:3 scaffolding and watering complete.
Bd.H.40 345 Cu.M. 2520.00 593.00
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72 110 Providing and laying I.S. standard c.c. hollowblock 100 x 200 x 400 mm in C.M.1:6 proportionfor super structure with neeru finishing includingcuring, scaffolding and cement pointing fromoutside etc. complete.
Bd.I.1 349 Sq.M. 278.00 100.00
72 111 Providing and laying I.S. standard c.c. hollowblock 200 x 200 x 400 mm in C.M. 1:6 proportionfor superstructure including curing, scaffoldingand cement pointing from outside etc.
Bd.I.1 349 Sq.M. 366.00 167.00
72 112 Providing and constructing precast concrete blockgrade D-50 (As per IS 2185, Part 1, 1974reframed 1987) having compressive strength 5.00N / mm2 in cement concrete masonry with blocksof size (300 x 200 x 150mm) in C.M. 1:6 insuperstructure including striking joints onunexposed faces, raking out joints on exposedfaces, watering, curing and scaffolding etc.complete.
---- ---- Cu.M. 2481.00 436.00
73 113 Providing and laying damproof course 50mm thickin (1:2:4) / M-15 cement concrete layer andbitumen felt / using cement with waterproofingcompound.
Bd.J.2 355 Sq.M. 211.00 24.00
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73 114 Providing cement based water proofing treatmentto terrace (India water proofing or alike) with brickbats laid in required slope to drain the water forany span after cleaning the base surface, applyinga coat of cement slurry and mixed with approvedwater proofing compound and laying the brickbats on bottom layer of c.m. (1:5) and mixed withapproved water proofing compound, filling uptohalf depth of brick bats, curing this layer for 3days, applying cement slurry over this layer,jointing of brick bats with c.m. 1:3 and mixed withapproved water proofing compound and finallytop finishing with average 20 mm thick layer ofsame mortar including finishing the surfacesmooth with cement slurry mixed with approvedwater proofing compound, marking the finishedsurface with false squares of 300mm x 300mm,making the junctions at the parapets rounded andtapered towards top for required height with dripmould at the junction of plaster and curing etc.,covering 7 years guarantee on Court Fee Stamppaper of Rs.100/- including ponding test etc.complete. As Directed by Engineer in Charge
---- ---- Sq.M. 643.00 118.00
73 115 Providing waterproofing treatment to floors andsanitary blocks (India water proofing or alike)consisting of one layer of B.B. coba of 5 cm to 7.5cm thick in cement mortar 1:2 sandwichedbetween two layers of cement mortar 1:4, 20 mmthick mixed with water proofing compound, topfinishing coat of cement slurry 6 to 12 mm thickwith water proofing compound etc. complete with32 mm dia. PVC pressure relief pipe of adequatelength including waterproofing treatment to 30 cmheight of wall in cement mortar 1:4 and covering 7years guarantee on court fee stamp of Rs.100with ponding test including all lead, lift etc.complete. As Directed by Engineer in Charge
---- ---- Cu.M. 2114.00 593.00
74 116 Providing water proof bedding for flooring of Bathand WC 25 mm thick in C.M.1:3 including using 1kg of water proof compound per bag of cementwith 7 years guarantee on court fee stamp of Rs.100 / - with ponding test including levelling, curingetc. complete. Additional Item Spec. No. : Asdirected by Engineer in charge.
---- ---- Sq.M. 128.00 63.00
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74 117 Providing water proofing treatment usingpolymerised water proofing compound to thevirgin slab in 3 coats including material and labouretc. with 7 years guarantee on court fee stamp ofRs.100 / - with ponding test including levelling,curing etc. complete. Additional Item Spec. No. :As directed by Engineer in charge.
---- ---- Sq.M. 136.00 20.00
74 118 Providing water proofing treatment usingpolymerised water proofing compound to theWater tank, WC or toilet ducts in three coats with7 years guarantee on court fee stamp of Rs.100 / -with ponding test including levelling, curing etc.including materials and labour complete.Additional Item Spec. No. : As directed byEngineer in charge.
---- ---- Sq.M. 113.00 18.00
74 119 Providing and laying 5 course water proofingtreatment on terrace slab with tar felt without B.B.coba as per I.S.I. code of practice includingpreparing the surface etc. complete.
---- ---- Sq.M. 226.00 47.00
74 120 Providing and fixing 40 to 50 millimetre thickrough shahabad box type waterproofing forbasement or underground floor on a base ofcement concrete 1:3:6, including sub base of 2.5centimetre thick cement mortar 1:3 with conseal,setcrete (RMW), Algiproof or other alike waterproofing liquids, raking of joints upto 35 millimetredepth, filling the joints with 6 millimetre sizecrushed metal, hand grouting with cement slurry,curing and cleaning, with 7 years guarantee oncourt fee stamp of Rs.100 / - with ponding test etc.complete. (excluding cement concrete 1:3:6 baseconcrete) (Prior permission of S.E. shall beobtained before inclusion of this item in theestimate.) Spec. No. : As directed by Engineer incharge.
---- ---- Sq.M. 650.00 223.00
75 121 Providing socket type water proofing to ReinforcedCement Concrete columns in basements /underground floors by pressure grouting thecement slurry mixed with water proofing liquid in12 millimetre diameter P.V.C. pipe 30 centimetrelong and placed around base of column uptodepth of base concrete below floor including hirecharges of machinery and labour, curing, with 7years guarantee on court fee stamp of Rs.100 / -with ponding test etc. complete. (Prior permissionof S.E. shall be obtained before inclusion of thisitem in the estimate.) Spec. No. : As directed byEngineer in charge.
---- ---- No. 1102.00 306.00
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75 122 Providing and fixing 20 to 25 millimetre thickrough shahabad box type water proofing treatment to vertical outside faces of Reinforced CementConcrete walls of basements / underground floorsincluding filling the gap of 25 millimetre betweenrough shahabad and Reinforced CementConcrete wall with cement grout mixed with waterproofing liquid Algiproof or alike with one tile liftmethod, brushing the joints horizontally withcement slurry mixed with water proofing liquid forwidth 30 to 35 millimetre and sloping coping overtopmost tile with cement mortar 1:3, butting thebottom most with cement concrete 1:2:4 mixedwith water proofing liquid, curing, with 7 yearsguarantee on court fee stamp of Rs.100 / - withponding test etc. complete. (Prior permission ofS.E. shall be obtained before inclusion of this itemin the estimate.) Spec. No. : As directed byEngineer in charge.
---- ---- Sq.M. 601.00 195.00
75 123 Providing and laying one coat of waterproofingchemical treatment of approved make and qualitylike Sanjeevani lep and paste to concrete orplastered surface including scaffolding ifnecessary, cleaning the surface by brushing, dustremoving, filling the cracks and making thesurface leak proof including waterproofing testsfor five days etc. complete covering a guaranteefor a period of seven years. Spec. No. : Asdirected by Engineer in charge.
---- ---- Sq.M. 257.00
81 124 Providing expansion joints in R.C.C. framedstructure (interior column) with plain premouldedfiller 25mm thick including fixing T.W. battens bothfaces and finishing as directed etc. Complete.
Bd.K.1 359 Sq.M. 1693.00 290.00
81 125 Providing expansion joints in R.C.C. framedstructure (exterior Columns) with plainpremoulded filler 25mm thick and 1.6mm thickaluminium plate, hold fast, fixing T.W. battens ofinternal face, finishing etc. complete as directed.
Bd.K.1 359 Sq.M. 1992.00 315.00
81 126 Providing expansion joints in R.C.C. framedstructure (at floor level) with premoulded filler25mm thick and 1.6mm thick aluminium plate asrequired, bitumen poured filler and fixing T.W.battens on rear faces etc. complete as directed.
Bd.K.1 359 Sq.M. 2162.00 361.00
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81 127 Providing expansion joints in R.C.C. framedstructure (at terrace level) with premoulded fillersheet 25mm thick and 1.6mm thick aluminiumplate anchored in both side beams as requiredT.W. plate (As per instructions for maintenance ofbuilding chapter `C' leakages fig 13A) fixed on oneside at bottom of joint including inner face finishingetc. complete.
---- ---- Sq.M. 3396.00 528.00
89 128 Providing internal cement plaster 6mm thick in asingle coat in cement mortar 1:4 without neerufinish to concrete surface in all positions includingscaffolding, providing groove at joint of BrickMasonry and concrete members if necessary,curing etc. complete.
Bd.L.1 367 Sq.M. 73.00 31.00
89 129 Providing internal cement plaster 6mm thick in asingle coat in cement mortar 1:3 without neerufinish to concrete surface in all positions includingscaffolding, providing groove at joint of Burnt BrickMasonry and concrete members if necessary,curing etc. complete.
Bd.L.1 367 Sq.M. 79.00 31.00
89 130 Providing neeru finish to plastered surfaces forceiling including scaffolding and curing complete.
Bd.L.10 370 Sq.M. 33.00 16.00
89 131 Providing to the ceiling, finishing of white cementbased hard putty like Wallcare putty, snowcemputty or alike as approved by Engineer-in-chargein 2 coats with a total maximum thickness upto1.50 mm so as to bring the surface to a perfectline and level, including rubbing, removing loosematerial, sand papering of the surface to befinished, all material, labour, tools, plants,scaffolding, curing as per the manufacturer'sspecifications etc. complete. (Prior permission ofSE shall be obtained before inclusion of this itemin the estimate)
---- ---- Sq.M. 78.00 21.00
89 132 Providing internal cement plaster 12mm thick insingle coat in cement mortar 1:5 without neerufinish to concrete or brick surfaces, in all positionsincluding scaffolding, providing groove at joint ofBurnt Brick Masonry and concrete members ifnecessary, curing etc. complete.
Bd.L.2 368 Sq.M. 102.00 41.00
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89 133 Providing internal cement plaster 12mm thick insingle coat in cement mortar 1:4 without neerufinish to concrete or brick surfaces, in all positionsincluding scaffolding and curing complete.
Bd.L.2 368 Sq.M. 111.00 43.00
90 134 Providing internal cement plaster 12mm. thick insingle coat in cement mortar 1:3 without neerufinish to concrete or brick surfaces, in all positionincluding scaffolding and curing complete.
Bd.L.2 368 Sq.M. 125.00 43.00
90 135 Providing internal cement plaster 20mm thick insingle coat in cement mortar 1:3 without neerufinish to stone masonry surfaces, in all positionsincluding scaffolding and curing complete.
Bd.L.3 368 Sq.M. 178.00 48.00
90 136 Providing internal cement plaster 20mm. thick intwo coats in cement mortar 1:5 without neerufinish, to concrete, brick surface, in all positionsincluding scaffolding and curing complete.
Bd.L.4 368 Sq.M. 167.00 65.00
90 137 Providing internal cement plaster 20mm. thick intwo coats in cement mortar 1:4 without neerufinish, to concrete, brick surface, in all positionsincluding scaffolding and curing complete.
Bd.L.4 368 Sq.M. 173.00 48.00
90 138 Providing internal cement plaster 20mm. thick intwo coats in cement mortar 1:3 without neerufinish, to concrete, brick surface, in all positionsincluding scaffolding and curing complete.
Bd.L.4 368 Sq.M. 188.00 64.00
90 139 Providing internal cement plaster 25mm thick intwo coats in cement mortar 1:4 without neerufinish, to concrete, brick or stone surfaces, in allpositions including scaffolding and curingcomplete.
Bd.L.5 368 Sq.M. 180.00 69.00
90 140 Providing neeru finish to plastered surfaces in aall positions except ceiling including scaffoldingand curing complete.
Bd.L.10 370 Sq.M. 24.00 12.00
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90 141 Providing to all the positions excluding ceiling,finishing of white cement based hard putty likeWallcare putty, Snowcem putty or alike asapproved by Engineer-in-charge in 2 coats with atotal maximum thickness upto 1.50 mm so as tobring the surface to a perfect line and level,including rubbing, removing loose material, sandpapering of the surface to be finished all material,labour, tools, plants, scaffolding, curing as per themanufacturer's specifications etc. complete. (Priorpermission of SE shall be obtained beforeinclusion of this item in the estimate)
---- ---- Sq.M. 54.00 22.00
91 142 Providing and applying wall cladding in line andlevel with plaster of Paris including makinggrooves, mouldings as per detailed design anddrawing, removing old neeru finishing etc. if sorequired, including all scaffolding labour, materialetc. complete. (Prior permission of S.E. shall beobtained before inclusion of this item in theestimate.)
---- ---- Sq.M. 419.00 146.00
91 143 Providing sand faced plaster externally in cementmortar using Kharsalia / Kasaba or similar type ofsand, in all positions including base coat of 15mmthick in C.M. 1:4 using waterproofing compound at1kg.per cement bag, curing the same for not lessthan 3 days and keeping the surface of the basecoat rough to receive the sand faced treatment 6to 8mm thick in C.M. 1:4, finishing the surface bytaking out grains and curing for fourteen days,scaffolding etc. complete.
Bd.L.7 369 Sq.M. 239.00 80.00
91 144 Providing rough cast cement plaster externally intwo coats to concrete, brick or stone masonrysurfaces in all positions with base coat of 12 to15mm thick in C.M. 1:4 and rough cast treatment12mm thick in proportion 1:1 1 / 2:3 includingscaffolding and fourteen days curing complete.
Bd.L.8 370 Sq.M. 243.00 96.00
91 145 Providing rough cast cement plaster externally intwo coats with coloured cement finish to concrete /brick / stone masonry surfaces in all positions withbase coat 12 to 15 mm. thick in C.M. 1:4 usinggrey cement and rough cast treatment 12 mm.thick in proportion of 1:1 1 / 2:3 using colourpigment including scaffolding and fourteen dayscuring etc. complete.
Bd.L.9 370 Sq.M. 271.00 91.00
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91 146 Providing exterior stonecrete facing of approvedcolour and dressing with base coat of 12 to 15mmthick in cement mortar 1:3 using waterproofingcompound at 1kg. / bag to brick or stone masonryor concrete surfaces in all positions including finalcoat of stone crete facing of required thickness butnot less than 12mm thick in proportion 1:3 usinggrey cement and colour pigment scaffolding andfourteen days curing complete.
Bd.L.11 371 Sq.M. 427.00 156.00
92 147 Providing flush grooved pointing with cementmortar 1:3 for brick work including scaffolding andcuring complete.
Bd.L.15 372 Sq.M. 47.00 23.00
92 148 Providing flush grooved pointing with cementmortar 1:3 for stone masonry work includingscaffolding and curing complete.
Bd.L.15 372 Sq.M. 46.00 23.00
92 149 Providing tuck pointing with cement mortar 1:3 forstone masonry including scaffolding and curingcomplete.
Bd.L.16 373 Sq.M. 64.00 26.00
92 150 Providing vee pointing with cement mortar 1:3 forstone masonry including scaffolding and curingcomplete.
Bd.L.18 373 Sq.M. 46.00 23.00
92 151 Providing flush pointing with cement mortar 1:3 forstone masonry including scaffolding and curingcomplete.
Bd.L.19 373 Sq.M. 41.00 23.00
92 152 Providing and fixing about 30cm width chickenmesh of 22 gauge of approved quality over jointsof R.C.C. member and brick wall including fixingof mesh, necessary nailing, drilling, tying etc.complete as directed. (Spec. No. As directed byEngineer in charge).
---- ---- Sq.M. 87.00 23.00
92 153 Providing patta 75 mm wide on plastered surface12 mm to 15 mm thick in c.m. 1:3 in line and levelincluding neat finishing, scaffolding, curing etc.complete.
---- ---- R.M. 19.00
92 154 Providing patta 100 mm wide on plastered surface12 mm to 15 mm thick in c.m. 1:3 in line and levelincluding neat finishing, scaffolding, curing etc.complete.
---- ---- R.M. 24.00
92 155 Providing patta 150 mm wide on plastered surface12 mm to 15 mm thick in c.m. 1:3 in line and levelincluding neat finishing, scaffolding, curing etc.complete.
---- ---- R.M. 34.00
92 156 Providing fine cement finish 1.5 mm thick overgreen plaster surface including scaffolding curingetc. complete. Additional Item Spec. No. : Asdirected by Engineer in charge.
---- ---- Sq.M. 48.00 32.00
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93 157 Providing and laying 12mm to 20mm thick roughShahabad Stone Flooring and of required width inplain / diamond pattern on a bed of 1:6 C.M.including cement float, striking joints, pointing incement mortar 1:3, curing and cleaning etc.complete.
Bd.M.1 379 Sq.M. 337.00 61.00
93 158 Providing and laying 25mm to 30mm thick roughShahabad Stone Flooring and of required width inplain / diamond pattern on a bed of 1:6 C.M.including cement float, striking joints, pointing incement mortar 1:3, curing and cleaning etc.complete.
Bd.M.1 379 Sq.M. 401.00 61.00
93 159 Providing and laying 40mm to 50mm thick roughShahabad Stone Flooring and of required width inplain / diamond pattern on a bed of 1:6 C.M.including cement float, striking joints, pointing incement mortar 1:3, curing and cleaning etc.complete.
Bd.M.1 379 Sq.M. 424.00 61.00
93 160 Providing and laying 50mm to 60mm thick roughShahabad Stone Flooring and of required width inplain / diamond pattern on a bed of 1:6 C.M.including cement float, striking joints, pointing incement mortar 1:3, curing and cleaning etc.complete.
Bd.M.1 379 Sq.M. 406.00 61.00
93 161 Providing and laying polished Shahabad Stoneflooring 25mm to 30mm thick and of requiredwidth in plain / diamond pattern on a bed of 1:6C.M. including cement float, filling joints, with neatcement slurry, curing, polishing and cleaningcomplete.
Bd.M.3 380 Sq.M. 515.00 57.00
93 162 Providing and laying polished Shahabad Stoneflooring 25mm to 30mm thick and of requiredwidth in plain / diamond pattern with blackpolished Kadappa stone slab for border or anyother design on a bed of 1:6 cement mortarincluding cement float, filling joints with neatcement slurry, curing, polishing and cleaningcomplete.
Bd.M.4 380 Sq.M. 546.00 71.00
93 163 Providing and laying polished Tandur Stoneflooring 25mm to 30mm thick and of requiredwidth in plain / diamond pattern on a bed of 1:6C.M. including cement float, filling joints with neatcement slurry, curing, polishing and cleaningcomplete.
Bd.M.3 380 Sq.M. 645.00 66.00
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94 164 Providing and laying polished Tandur Stoneflooring 25mm to 30mm thick and of requiredwidth in plain / diamond pattern with blackpolished Kadappa stone slab for border or anyother design on a bed of 1:6 C.M. (or 1:1 1 / 2 limemortar) including cement float, filling joints withneat cement slurry, curing, polishing and cleaningcomplete.
Bd.M.4 380 Sq.M. 641.00 76.00
94 165 Providing and laying polished Kotah stone flooring25mm to 30mm thick and of required width in plain/ diamond pattern on a bed of / 1:6 cement mortarincluding cement float, filling joints with neatcement slurry, curing, polishing and cleaningcomplete.
Bd.M.3 380 Sq.M. 783.00 79.00
94 166 Providing and laying cement concrete flooring40mm thick with 1:1.5:3 cement concrete laid toproper level and slope in alternate bays, includingcompaction, filling joints, marking lines to giveappearance of tiles of 30cm x 30cm or other sizelaid diagonally / square etc., finishing smooth (withextra cement) in any colour as directed and curingcomplete.
Bd.M.6 381 Sq.M. 202.00 68.00
94 167 Providing and laying cement concrete flooring50mm thick with 1:1.5:3 cement concrete laid toproper level & slope in alternate bays includingcompaction, filling joints, marking lines to give theappearance of tiles of 30cm x 30cm or other sizelaid diagonally / square etc., finishing smooth (withextra cement) in any colour as directed and curingcomplete.
Bd.M.6 381 Sq.M. 235.00 76.00
94 168 Providing and laying cement concrete flooring 40mm thick with 1:2:4 cement concrete laid to properlevel and slope in alternate bays includingcompaction, filling joints, marking lines to give theappearance of tiles of 30 cm x 30 cm or other sizelaid diagonally / square etc., finishing smooth (withextra cement) in any colour as directed and curingcomplete.
Bd.M.7 383 Sq.M. 195.00 62.00
95 169 Providing and laying cement concrete flooring 50mm thick with 1:2:4 cement concrete laid to properlevel and slope in alternate bays includingcompaction filling joints, marking lines to give theappearance of tiles of 30cm x 30cm or other sizelaid diagonally / square etc., finishing smooth (withextra cement) in any colour as directed and curingcomplete.
Bd.M.7 383 Sq.M. 229.00 68.00
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95 170 Providing and laying flooring of plain cement tilesof size 25 cm x 25 cm on a bed of (1:1 1 / 2) limemortar / 1:6 cement mortar including neat cementfloat, filling joints with neat cement slurry, curing,polishing and cleaning without border / with border/ with pattern cement tiles of grey colour.
Bd.M.8 383 Sq.M. 336.00 58.00
95 171 Providing and laying plain coloured cement tiles ofapproved shade of blue / green / red colour / otherthan these colours for flooring in required positionon a bed of 1:6 C.M. or 1:1 1 / 2 lime mortarincluding neat cement float, filling joints with neatcement slurry mixed with approved shade ofpigment to match the colour of tiles, curing andmachine polishing, complete without border / withborder and / or a pattern of coloured tiles.
Bd.M.10 384 Sq.M. 396.00 64.00
95 172 Providing and laying white glazed tiles of148.5mm x 148.5mm in size and 5.5mm to 6.6mmthick for flooring in required position laid on bed of1:6 C.M. / (1:1 lime mortar) including neat cementfloat, filling joints with neat white cement slurry,curing & cleaning complete. (excluding all specialsrequired like round edge tiles, corner, cups etc.)
Bd.M.12 385 Sq.M. 759.00 95.00
95 173 Providing and laying coloured glazed tiles 148.5mm x 148.5 mm in size and 5.5 to 6.6 mm thickfor flooring in required position laid on bed of 1:1lime mortar or 1:6 C.M. including neat cementfloat, (excluding all specials required like roundedge tiles, corner, cups etc.) filling joints with neatwhite cement slurry curing and cleaning complete.
Bd.M.12 385 Sq.M. 867.00 95.00
96 174 Providing and laying white glazed tiles 200mm. x100mm. in size and 5 mm. to 6 mm. thick forflooring in required position laid on bed of 1:4cement mortar including neat cement float, fillingjoints with white cement slurry curing and cleaningcomplete. Additional Item Spec. No. : As directedby Engineer in charge.
---- ---- Sq.M. 878.00 139.00
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96 175 Providing and laying coloured glazed tiles 200mm. x 100 mm. size and 5 mm. to 6 mm. thick forflooring in required position on bed of 1:4 cementmortar including neat cement float, filling jointswith neat cement slurry mixed with approvedshade of pigment to match the colour of tiles,curing and machine polishing etc. complete.Additional Item Spec. No. : As directed byEngineer in charge.
---- ---- Sq.M. 1092.00 151.00
96 176 Providing and fixing ceramic tiles of approvedquality and size, 7 mm thick for flooring in requiredposition laid on a bed of 1:4 cement mortarincluding cement float, filling joint with white /colour cement slurry, cleaning, curing complete.Additional Item Spec. No. : As directed byEngineer in charge.
---- ---- Sq.M. 807.00 262.00
96 177 Providing and laying grey cement base marblemosaic tiles 25cm x 25cm of approved colour andpattern with white and coloured marble chips uptothe maximum size of 6mm for flooring in requiredposition set on a bed of 1:6 cement mortar / 1:1 1 /2 lime mortar including neat cement float, fillingjoints with neat coloured cement slurry, curing,polishing and rubbing complete.
Bd.M.14 386 Sq.M. 458.00 86.00
96 178 Providing and laying white cement base marblemosaic tiles 25cm x 25cm of approved colour andpattern with white and coloured marble chips uptomaximum size 6mm for flooring in requiredposition set on a bed of 1:6 cement mortar / 1:1 1 /2 lime mortar including neat cement float, fillingjoints with neat coloured cement slurry, curing,polishing and rubbing complete.
Bd.M.14 386 Sq.M. 471.00 86.00
97 179 Providing and laying in situ marble mosaic of10mm thickness with white and coloured marblechips upto maximum size of 6mm in white /coloured cement in suitable panels for flooringincluding 30mm thick under layer of 1:2:4 cementconcrete / Indian patent stone, aluminium strips toform panels, levelling, compaction, curing,machine polishing and cleaning Complete.
Bd.M.18 387 Sq.M. 658.00 159.00
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97 180 Providing and laying in required positions flooringof tukada mosaic (broken mosaic tile pieces) ofapproved colour and pattern, set in a
