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| 1 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil 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. and disposing of surplus excavated soil with all required leads as per Chapter -2 of CPWD specification and direction of the Engineer - in -chargeA. For UPVC pipes in new worka. In all kinds of soil |
| 2 | i. For pipes not exceeding 90 mm dia |
| 3 | ii) For pipes exceeding 90 mm dia but notexceeding 300 mm dia |
| 4 | B. For G.I./C.I./D.I. pipe in new worka. In all kinds of soil |
| 5 | i. For pipes not exceeding 90 mm dia |
| 6 | 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. |
| 7 | i). 100 mm dia Ductile Iron Class K-7 pipes. |
| 8 | ii. 150 mm dia Ductile Iron Class K-7 pipes. |
| 9 | iii) 200 mm dia Ductile Iron Class K-7 pipes. |
| 10 | iv) 250 mm dia Ductile Iron Class K-7 pipes. |
| 11 | v). 300 mm dia Ductile Iron Class K-7 pipes. |
| 12 | 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. |
| 13 | v. 80 mm dia |
| 14 | A. PN - 1.6 |
| 15 | v. 100 mm dia |
| 16 | A. PN - 1.6 |
| 17 | vi. 150 mm dia. |
| 18 | A. PN - 1.6 |
| 19 | vii. 200 mm dia. |
| 20 | A. PN - 1.6 |
| 21 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. |
| 22 | J. D.I. Flanged Socketted tail piece |
| 23 | i. 80 mm dia |
| 24 | ii. 100 mm dia |
| 25 | v. 150 mm dia |
| 26 | v. 200 mm dia |
| 27 | K. D.I. Flanged Spigotted tail piece |
| 28 | i. 80 mm dia |
| 29 | ii. 100 mm dia |
| 30 | v. 150 mm dia |
| 31 | v. 200 mm dia |
| 32 | Providing and fitting fixing of DI mechanical joint (J.P. coupling) in/c. rubber washer and nut bolts as per direction of the Engineer - in - charge. |
| 33 | i) 150mm dia. |
| 34 | ii) 200mm dia. |
| 35 | Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & 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 & direction of the Engineer-incharge. |
| 36 | i. 90 mm OD |
| 37 | ii. 110 mm OD |
| 38 | iii. 140 mm OD |
| 39 | iv. 160 mm OD |
| 40 | Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) 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. 90 mm dia |
| 42 | ii. 110 mm dia |
| 43 | iii. 140 mm dia |
| 44 | iv. 160 mm dia |
| 45 | 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.i) Upto 300 mm dia |
| 46 | Providingand laying D.I. specials of class K- 12 suitable for mechanical jointing as per IS:9523 as per CPWD specification and direction of the Engineer-in-charge.i) Upto 300 mm dia |
| 47 | 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. |
| 48 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m.All kinds of soil. |
| 49 | Supplying and filling in plinth, under floor, foundation 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. |
| 50 | 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 |
| 51 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. |
| 52 | i) 10 mm nominal bore. |
| 53 | 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 |
| 54 | i. 15 mm dia |
| 55 | ii. 20 mm dia |
| 56 | iii. 25 mm dia |
| 57 | 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) |
| 58 | i. 40 mm OD |
| 59 | v. 90 mm OD |
| 60 | vi. 110 mm OD |
| 61 | vi. 140 mm OD |
| 62 | 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. |
| 63 | v. 90 mm dia |
| 64 | vi. 110 mm dia |
| 65 | 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 complete as per CPWD specification and direction of the Engineer - in -charge. |
| 66 | (i) 90mm dia. |
| 67 | (ii) 110mm dia. |
| 68 | Providing and fixing G.I. Bend / elbow in the pipeline including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. |
| 69 | (i) 15mm dia. |
| 70 | ii. 20 mm dia |
| 71 | iii. 25 mm dia |
| 72 | iv. 40 mm dia |
| 73 | Providing and fixing G.I. union as per CPWD specification direction of the Engineer-in-charge. |
| 74 | (i) 15mm dia. |
| 75 | ii. 20 mm dia |
| 76 | ii. 25 mm dia |
| 77 | ii. 40 mm dia |
| 78 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. |
| 79 | i) 15 mm dia |
| 80 | i) 20 mm dia |
| 81 | i) 25 mm dia |
| 82 | ii) 40 mm dia |
| 83 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge. |
| 84 | (i)15mm dia 75 mm long. |
| 85 | iii) 15mm dia. 150mm long. |
| 86 | (ii) 20mm dia. 75mm long. |
| 87 | vii. 25 mm dia 75 mm long |
| 88 | Demolishing of cement concrete manually /by mechanical means including disposal of material with all lifts and upto 50m lead etc.complete as per direction of the Engineer-in-charge:- |
| 89 | i) Nominal concrete 1:3:6 or richer mix(in/c equivalent design mix) |
| 90 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All works upto plinth level. |
| 91 | i)1:2:4 (1 cement :2 fine sand : 4 graded well burnt brick agreegate 20mm nominal size). Please Enable Macros to View BoQ information |
