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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 and refilling the trench with available excavated earth as per direction of the Engineer-in-charge. (Payment of couplers, tees, reducers etc will be made separately) 1.13.1) 315 mm dia |
| 2 | 1.13.2) 250 mm dia to 110 mm dia |
| 3 | 90 mm dia |
| 4 | Excavating trenches of required width for pipes cable etc. in/c excavation for socket and dressing of sides ramming of bottoms, depth minimum 1.25m in/c getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cm in depth in/c consolidating each deposited layer by ramming ,watering etc.and disposing of surplus excavated soil as 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 diz but not exceeding 315 mm dia |
| 6 | Providing and laying 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) 90mm 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. 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 [ WR'2023 Item No.1.8] |
| 50 | Centering and shuttering including strutting, propping, etc. and removal of formwork for a) Foundation, footing bases for columns |
| 51 | Providing and laying in position Cement Concrete of specified grade excluding the cost of centring and shuttering. All work up to plinth level 4.1.13)1:3:6 (1 Cement: 3 fine sand: 6 graded well burnt brick aggregate 20 mm nominal size) |
| 52 | 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-charge c)110mm dia . |
| 53 | d)90mm dia . |
| 54 | 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 |
| 55 | b)250 mm dia |
| 56 | c)200 mm dia |
| 57 | d) 160mm dia. |
| 58 | e) 140mm dia. |
| 59 | f) 110mm dia. |
| 60 | g) 90mm dia. |
| 61 | 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 |
| 62 | b)200 mm dia |
| 63 | c)150 mm dia |
| 64 | Supplying & fitting fixing CI spandle with GI Top out and removal wheel dfferent dia sluice valve. A) 250 mm dia |
| 65 | b)200 mm dia |
| 66 | c)150 mm dia |
| 67 | d)125 mm dia |
| 68 | providing and fixing GI pipres of heavy class as per IS1239 with latest amendment complete with GI fittingin/c trenching ,refilling cutting and making good the walls etc.as per direction of the Engineer-in-charge.b) 150 mm dia nominal bore |
| 69 | Providing & fitting fixing Rubber flange washer 6 mm thick at site of work of approved quality. a) 125 mm dia. |
| 70 | b) 150 mm dia. |
| 71 | Providing fixing MS bolts in/c nuts and washers complete as per standard design. 1) upto 300 mm length |
| 72 | Supplying & filling in plinth under floors, foundations etc with sand (fine) from local quarry with all lifts in/c spreading in horizontal layers, watering, ramming, consolidating and compacting each layer by using olate compactor or by any suitable method complete. |
| 73 | providing and laying in position cement Concrete of specified grade excluding the cost of centring and shuttering. All work up to plinth level 4.1.13)1:3:6 (1 Cement: 3 fine sand: 6 graded well burnt brick aggregate 20 mm nominal size |
| 74 | first class brick work in foundation and plinth in/c cost of materials as required complete. SOR'2020 CODE No. 6.11] 6.1.2) in cement mortar 1:4 (1 cement:4 fine sand). (sluice valve chamber 1.00m x 2 x 1 x0.25 x 0.78 =7.02 |
| 75 | 12 mm cement plaster of mix in cement mortar(1:4) |
| 76 | neat cement punning |
| 77 | Providing and fitting fixing of MS shore manifold made with 3mm thick MS sheet of size one way 315 mm dia & 3 way 125 mm dia made with suitable flenge in/c coating with sheet primer in/c proper alignment with pipe line & earth cutting ,backfilling complete as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
