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| 1 | Labouir charge for repairing of leakage in existing UPVC distribution system including required earth cutiing and fitting fixing of necessary coupler etc. complete andrefilling the trench with available excavated earth as per direction of the Engineer-in-charge. (Payment of couplers, tees, reducers etc will be made separately) i) 315 mm dia |
| 2 | ii) 250 mm dia to 110 mm dia |
| 3 | iii) 90 mm dia |
| 4 | Excavating trenches of required width for pipes cable etc. in/c excavation for socket and dressing of sidesramming of bottoms, depth minimum 1.25m in/c getting out the excavated soil and then returning the soil as requiredin layers not exceeding 20 cm in depth in/c consolidating each deposited layer by ramming ,watering etc.and disposing of surplus excavated soilas directed within a lead of 50 m as per CPWD specification & direction of the Engineer-in charge. A) In all kind of soil a) Pipe, cables etc. exceeding 75 mm dia but not exceeding 160 mm dia |
| 5 | b) Pipe, cables etc. exceeding 200 mm dia but not exceeding 315 mm dia |
| 6 | Providing and laying of different dia rigid UPVC pipes of Working Pressure 2.5 kg/4.0 kg/sq.cm. complete with necessary coupler and solvent cement as per CPWD Specification & diection of Engineer-in-charge.different dia rigid UPVC pipes of Working Pressure 2.5 kg/4.0 kg/sq.cm. complete with necessary coupler and solvent cement as per CPWD Specification & diection of Engineer-in-charge .a)315 mm dia |
| 7 | b) 250 mm dia |
| 8 | c) 200 mm dia |
| 9 | d) 160 mm dia |
| 10 | e) 140 mm dia |
| 11 | f) 110 mm dia |
| 12 | g) 90 mm dia |
| 13 | Providing and fixing C.I sluice valves (with cap ) complete with bolts, nuts, rubber insertions. (the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer-in-charge.a)200mm dia PN-1.6 |
| 14 | 150mm dia PN-1.6 |
| 15 | 125mm dia PN-1.6 |
| 16 | Providing, fixing and laying fabricated UPVC tail pieces conforming to IS : 10124 (PART 6) with G.I flange ( 8mm thick) conforming to IS : 14182 including testing of joints as per CPWD specification and direction of the Engineer-in-charge.a)160mm dia |
| 17 | b)140 mm dia |
| 18 | c)110 mm dia |
| 19 | Providing and fitting fixing of different dia rigid UPVC unequal Tee (including earth cutting & Back filling all socketed) suitable for pipes as per IS specification of working pressure 2.5/4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge.a) 315x315x250 mm dia |
| 20 | g)250x250x200 mm dia |
| 21 | h)250x250x160 mm dia |
| 22 | i) 250x250x140 mm dia |
| 23 | j) 250X250X110 mm dia |
| 24 | k)250x250x90 mm dia |
| 25 | l)200x200x160 mm dia |
| 26 | m)200x200x140 mm dia |
| 27 | n)200x200x110 mm dia |
| 28 | o)200x200x90 mm dia |
| 29 | p) 160 x 160 x 140 mm dia |
| 30 | q)160 x 160 x 110 mm. dia |
| 31 | r)160 x 160 x 90 mm. dia |
| 32 | s)140 x 140 x 110 mm. dia |
| 33 | t)140x140x90 mm dia |
| 34 | u)110 x 110 x 90 mm dia |
| 35 | Providing and fitting fixing of different dia rigid UPVC equal Tee (including earth cutting & Back filling all socketed) suitable for pipes as per IS specification of working pressure 2.5/4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge. [ WR\"2023 Item No. 1.2]a) 315x315x315 mm dia |
| 36 | b)250x250x250 mm dia |
| 37 | c)200x200x200 mm dia |
| 38 | d)160 x 160 x 160 mm dia |
| 39 | e) 140 x 140 x 140 mm dia |
| 40 | f)110 x 110 x 110 mm dia |
| 41 | g)90 x 90x 90 mm dia. |
| 42 | Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 2.5/4.0 kg/sq.cm. as per CPWD specification & direction of Engineer-in-charge.a)315x250 mm dia. |
| 43 | b)250x200 mm dia |
| 44 | c)200x160 mm dia |
| 45 | d) 160 x140 mm dia |
| 46 | f) 140 x 110 mm dia |
| 47 | g) 110 x 90 mm dia. |
| 48 | Labouir charge for dismamtaling existing GI Hydrantin/c necessary earth workand demolishing of cement concrete gruting and cleaning inside blockage/repairing by welding etc complete as per CPWD specification and direction of the Engineer-in-charge |
| 49 | Providing and fitting fixing of G.I hydrant suitable for PVC pipes as per standard specification complete as per direction of Engineer-in-charge (Rate excluding the cost of NTP control valve). 80x50 mm dia. |
| 50 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 (PART 4) with solvent cement conforming to IS : 14182 including testing of joints as per CPWD specification and direction of the Engineer-in-chargec)110mm dia . |
| 51 | d)90mm dia . |
| 52 | Providing & fitting fixing rigid UPVC bend (30 degree, 45 degree, 60 degree, 90 degree ) for UPVC pipes as per IS specification of Working pressure 2.5/4.0 kg/sq.cm as per CPWD specification & direction of Engineer-in-charge. a) 315 mm dia |
| 53 | b)250 mm dia |
| 54 | c)200 mm dia |
| 55 | d) 160mm dia. |
| 56 | e) 140mm dia. |
| 57 | f) 110mm dia. |
| 58 | g) 90mm dia. |
| 59 | Dismentaling of sluice valve and refitting fixing the same bt earth cutting and repairing etc complete as per direction of Engineer-in-charge. a)250 mm dia |
| 60 | b)200 mm dia |
| 61 | c)150 mm dia |
| 62 | Supplying & fitting fixing CI spandle with GI Top out and removal wheel dfferent dia sluice valve. A) 250 mm dia |
| 63 | b)200 mm dia |
| 64 | c)150 mm dia |
| 65 | d)125 mm dia |
| 66 | Providing and fixiing G.I pipes of heavy class as per I.S . 1239 with latest amendment complete with G.I. Fitting i/c trenching refilling cutting and making good the walls etc. complete s per chapter 20 of CPWD specification and direction of the Emgineer in chargea)150 mm dia nominal bore |
| 67 | Providing & fitting fixing rubber flange washer 6 mm thick at site fo work of approved quality a) 150 mm dia |
| 68 | Providing fixing MS bolts in/c nuts and washers complete as per standard design. Upto 300mm lengtth |
| 69 | Providing and fitting fixing of M.S shore manifold made with 3mm thick MS sheet of size one way 315 mm dia & three way 125mm dia made with suitable flange (all end) including coating with sheet primer (tailpiece if required will be paid separately) including proper alignment with pipe line & earth cutting, backfilling complete as per direction of Engineer-in-charge. |
