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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.In all kinds of soil. |
| 3 | Charges for repairing of leakage in UPVC/HDPE pipe line with PVC coupler & solvent cement etc. in/c necessary earth excavation backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of Engineer-in-Charge. |
| 4 | (a) 90 mm OD |
| 5 | (b)110 mm OD |
| 6 | (c)140 mm OD |
| 7 | Charges for repairing leakage in UPVC/HDPE pipe line with PVC coupler/GI socket/GI Union & teflon tape or solvent cement etc including necessary earth excavation, backfilling of soil as required after laying of pipeline, in layers not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-in-charge. |
| 8 | i) 15 mm dia |
| 9 | ii) 25 mm dia |
| 10 | iii) 40 mm dia |
| 11 | Providing and fixing GI union as per CPWD specification and direction of the Engineer-in-charge. |
| 12 | (i) 15 mm nominal bore |
| 13 | ii) 40 mm nominal bore |
| 14 | Providing and fixing GI. Nipple of medium class as per chapter 20 of CPWD specification and direction of the Engineering-in-charge. i) 15 mm dia 225mm long |
| 15 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A) External work: |
| 16 | i) 15mm nominal bore |
| 17 | ii) 40 mm nominal bore |
| 18 | Providing & fixing brass ferrule with C.I. cover confirming to IS: 2692 in/c. boring & tapping the main as per chapter 20 of CPWD specification and direction of the Engineering-in-charge. |
| 19 | a) 10 mm nominal bore |
| 20 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. |
| 21 | i) 15 mm dia |
| 22 | Labour charge for repairing of leakage of CI / DI pipeline of various dia by manual labour by hammering of old lead joints & other leakages of pipeline in/c. excavation & refilling of the same as per direction of Engineer-in-Charge. |
| 23 | a) 100 mm. dia |
| 24 | b) 150 mm. dia |
| 25 | Excavating trenches of required width for pipes, cables etc. in/c. excavation for sockets, dressing of sides where required, ramming of bottoms, depth up to 1,500 mm. in/c. getting out the excavate soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm. in depth in/c. consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per chapter-2 of CPWD specification & direction of the Engineer-in-charge.(A) For UPVC pipes in all kind of soil. |
| 26 | i) For pipes not exceeding 90 mm dia |
| 27 | ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 28 | B) For G.I. / C.I. / D.I. pipes in new worka) In all kinds of Soilii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 29 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. a Class - 3 ( working pressure 6.0 kg / cm2) |
| 30 | (i) 40 mm OD |
| 31 | (ii) 90 mm OD |
| 32 | (iii) 110 mm OD |
| 33 | (iv) 140 mm OD |
| 34 | Providing & fixing CI sluice valves (with cap) complete with bolts, nuts, rubber, insertions etc. (the tail pieces if required will be paid separately) as per chapter 20 of CPWD specification & direction of the Engineer-in-charge. |
| 35 | (i) 80 mm. dia.(PN-1.6) |
| 36 | ii) 100 mm. dia.(PN-1.6) |
| 37 | iii) 125 mm dia(PN-1.6) |
| 38 | iv) 150 mm dia(PN-1.6) |
| 39 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately). |
| 40 | (i) 15mm dia |
| 41 | (i) 25mm dia |
| 42 | Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge. |
| 43 | (i) 40 mm dia |
| 44 | Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 45 | (i) 90 mm dia |
| 46 | (ii) 110 mm dia |
| 47 | (iii) 140 mm dia |
| 48 | Charges for fixing C.I. sluice valves with cap complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. |
| 49 | (i) 80 mm. dia.(PN-1.6) |
| 50 | ii) 100 mm. dia.(PN-1.6) |
| 51 | iii) 125 mm dia(PN-1.6) |
| 52 | iv) 150 mm dia(PN-1.6) |
| 53 | v) 200 mm dia(PN-1.6) |
| 54 | vi) 250 mm dia(PN-1.6) |
| 55 | vii) 300 mm dia (PN-1.6) |
| 56 | Labour Charges for cleaning of clouded deposited iron in the PVC pipe of 140, 110, 90, 65,50,40mm dia pipe by chain lead pully system in/c dispossal of iron from the site and thoroughly washing the pipe with water jet complete as per specification & direction of the Engineer-in-charge. |
| 57 | First class brick work in foundation and plinth including cost of all materials as required complete: |
| 58 | i) In cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 59 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 60 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level: 1:2:4 (1 cement: 2 fine sand:4 graded well burnt brick aggregate 20 mm nominal size) |
| 61 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars. |
| 62 | Centering shuttering including struttings, propping etc. and removal of form work for:i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 63 | 15 mm cement plaster on the rough side of single or half brick wall of mix. 1:4 (1 cement: 4 fine sand) |
| 64 | Neat cement punning. |
| 65 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.i) 0.63mm thick with zinc coating not less than 275gm/m2 |
| 66 | Welding on CI/DI pipes, sluice valve etc by Gas or Electric plant including transportation of plant at site using light coated electrode with graphite based coating for welding cast iron without preheating (The electrode gives a nickel copper (monel deposit)) etc. complete as per standard design including pumping out water. |
| 67 | Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as _ per specification & direction of the Engineer-in-charge. |
| 68 | (i) 90 mm dia |
| 69 | (ii) 110 mm dia |
| 70 | (iii) 140 mm dia |
| 71 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge. |
| 72 | 1. 15 mm dia PVC /plastic bib cock |
| 73 | Making supplying and fitting fixing of MS spindles in/c socket for sluice valve as per departmental sampleMaking supplying and fitting fixing of MS spindles in/c socket for sluice valve as per departmental sample |
| 74 | i) 80 mm dia |
| 75 | ii) 100 mm dia |
| 76 | iii) 150 mm dia |
| 77 | iv) 200 mm dia |
| 78 | v) 250 mm dia |
| 79 | vi) 300 mm dia |
| 80 | Dismantling old C.l. / D.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 upto 50 metre as per CPWD specification and direction of the Engineer - in - charge. |
| 81 | iv) 200 mm dia |
| 82 | v) 250 mm dia |
| 83 | vi) 300 mm dia |
| 84 | Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge. |
| 85 | i) Upto 300 mm dia. |
| 86 | R/Mtc of different dia C.l sluice valves by providing and replacing complete with bolts, nuts rubber insertions elc as per direction of the Engineer-in-charge. |
| 87 | i. 80mm dia |
| 88 | ii. 100mm dia |
| 89 | iii.150mm dia |
| 90 | Labour charge for fitting fixing of gland rope in Cl sluice valve of various dia (80 mm dia to 150 mm dia) as per direction of Engincer-in-Changs (Including the cost of gland rope, grease.nuts and bolts etc) |
| 91 | Labour charge for fitting fixing of gland rope in Cl sluice valve of various dia (200 mm dia to 300 mm dia) as per direction of Engincer-in-Changs (Including the cost of gland rope, grease.nuts and bolts etc) |
| 92 | Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K - 7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. |
| 93 | i) 200 mm dia |
| 94 | ii) 250 mm dia |
| 95 | iii) 300 mm dia Please Enable Macros to View BoQ information |
