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| 1 | Platform |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil |
| 3 | 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. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level: |
| 5 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level: |
| 7 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 9 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 10 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 11 | 12 mm cement plaster of mix i).In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 12 | Neat cement punning. |
| 13 | Excavating trenches of required width for pipes, cables etc. in/c excavation for sockets and dressing of sides, where required ramming of bottom, depth up to 1500 mm ( Slope 1 in 200) in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layer not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed with all required lead as per Chapter-2 of CPWD specification & direction of the Engineer-in-Charge. |
| 14 | A).For UPVC pipes in new worka). in all kinds of soil i) For Pipes not exceeding 90 mm dia |
| 15 | A).For UPVC pipes in new worka). in all kinds of soil i) For pipes exceeding 90 mm dia but notexceeding 300 mm dia |
| 16 | B).For GI/CI/DI pipes in new worka). in all kinds of soili). For pipes exceeding 90mm dia but not exceeding 300mm dia. |
| 17 | Providing and fixing G.I. pipes medium 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 works |
| 18 | i. 100 mm dia. nominal bore |
| 19 | i. 80 mm dia. nominal bore |
| 20 | i. 15 mm dia. nominal bore |
| 21 | 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. |
| 22 | A. Class - 3 ( working pressure 6.0 kg / cm2) |
| 23 | i. 40 mm OD |
| 24 | i. 90 mm OD |
| 25 | i. 110 mm OD |
| 26 | i. 140 mm OD |
| 27 | Providing and laying of flexible PVC pipe (Conforming to IS:7634) complete as per specification and direction of the Engineer-in-charge (cost of earth work and fittings will be paid separately). i. 15 mm dia. |
| 28 | Providing and fixing G.I. bend / elbow in the pipe line in/c testing of joints complete as per CPWD specification and direction the Engineer-in-charge. i) 15 mm Dia |
| 29 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. i) i)15 mm Dia |
| 30 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge. i)15 mm Dia |
| 31 | 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. (i) 15mm dia PVC/ Plastic bib cock |
| 32 | Providing and fixing G.I. nipple of medium class as per CPWD Specification and direction of the Engineer-in-charge |
| 33 | i) 15 mm dia 75 mm long |
| 34 | ii) 15 mm dia 150 mm long |
| 35 | Providing and fitting fixing brass ferrule with C.I cover conforming to IS-2692 in/c boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge. i)10mm nominal bore. |
| 36 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 37 | iii. 90 mm dia. |
| 38 | iv. 110 mm dia |
| 39 | v. 140 mm dia |
| 40 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 41 | i. 50 x 40 mm dia |
| 42 | ii. 110 x 90 mm dia |
| 43 | iii. 140 x 110 mm dia |
| 44 | iv. 140 x 90 mm dial |
| 45 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS :14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 46 | i. 40 x 40 mm dia |
| 47 | ii. 50 x 50 mm dia |
| 48 | iv. 90 x 90 mm dia |
| 49 | v. 110 x 110 mm dia |
| 50 | vi. 140 x 140 mm dia |
| 51 | Washing & removal of deposited iron sludge & any other foregn materials from inside the existing wter distribution pipe line (PVC) using UPVC coil pipe (Washing rod fitted with iron brush in/c excavation trenches up to required depth with cutting of C.I/D.I/G.I pipes at a lenght of every 55 mtr interval or post there of and jointing of pipes and special as required refilling trenches with available excavated earth etc. complete as per direction of the Egnineer-in-charge (Rate in/c of making PVC couplers, Cost of cement solvent PVC pipe for making PVC couplers will be issued by the department at free of cost). |
| 52 | i. 90 mm dia. |
| 53 | ii. 110 mm Dia |
| 54 | iii. 140 mm Dia. |
| 55 | Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler and solvent cement etc. including necessary earth excavation, 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 and direction of the Engineer-in-charge |
| 56 | i. 90 mm OD |
| 57 | ii. 110 mm OD |
| 58 | iii. 140 mm OD |
| 59 | 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. |
| 60 | 90 mm dia |
| 61 | 110 mm dia |
| 62 | 140 mm dia |
| 63 | Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete ( excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and specials like bend, tees etc. which will be paid separately) as per CPWD specification and direction of the Engineer - in - charge. |
| 64 | 90 mm dia |
| 65 | 110 mm dia |
| 66 | 140 mm dia |
| 67 | Providing and 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. |
| 68 | i.150mm dia. (PN-1.6) |
| 69 | ii.100mm dia. (PN-1.6) |
| 70 | ii.80mm dia. (PN-1.6) |
| 71 | Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification nd direction of the Engineer-in-Charge. i).150 mm dia |
| 72 | i).125 mm dia |
| 73 | i).100 mm dia |
| 74 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. |
| 75 | A) DI all socketted bend 900 |
| 76 | iii) 100 mm dia |
| 77 | iii) 150 mm dia |
| 78 | B) DI all socketted bend 450 |
| 79 | ii) 100 mm dia |
| 80 | iii) 125 mm dia |
| 81 | iv) 150 mm dia |
| 82 | C) DI all socketted bend 22.50 |
| 83 | ii) 100 mm dia |
| 84 | iii) 125 mm dia |
| 85 | iii) 150 mm dia |
| 86 | F) DI all socketted TEE |
| 87 | v) 150 x 150 x 100 mm dia |
| 88 | vi) 150 X 150 X 150 mm dia |
| 89 | G) DI Collar fiange socketted |
| 90 | ii) 100 mm dia |
| 91 | iii) 125 mm dia |
| 92 | iv) 150 mm dia |
| 93 | J) DI flanged socketted tail piece |
| 94 | ii) 80 mm dia |
| 95 | iii) 100 mm dia |
| 96 | iv) 150 mm dia |
| 97 | K) DI flanged spigotted tail piece |
| 98 | ii) 80 mm dia |
| 99 | iii) 100 mm dia |
| 100 | iv) 150 mm dia |
| 101 | Providing and 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. i. 100 mm dia Ductile Iron Class K-7 pipes. |
| 102 | ii. 125 mm dia Ductile Iron Class K-7 pipes. |
| 103 | iii 150 mm dia Ductile Iron Class K-7 pipes. |
| 104 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and excluding the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge a)100mm dia. |
| 105 | b)125mm dia. |
| 106 | C)150mm dia. |
| 107 | Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge.B. by manual means. |
| 108 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \\"L\\" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-in-charge. |
| 109 | Providing and fixing M.S. grills of required pattern inframes of windows etc. with M.S. flats, square orround bars etc. all complete. Fixed to openings /wooden frames with rawl plugsscrews etc. |
| 110 | Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically & horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineerin- charge. |
| 111 | First class brick work in foundation and plinth including cost of all materials as required complete:- i) In cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 112 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- i).In Cement mortar 1:4 ( 1 cement : 4 fine sand ) Please Enable Macros to View BoQ information |
