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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 - charge. A) For UPVC pipes in new work . In all kinds of soil. i) For pipes not exceeding 90 mm dia |
| 2 | For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 3 | 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 6.0kg/cm2 i)40 mm dia |
| 4 | ii) 90 mm dia |
| 5 | iii) 110 mm dia |
| 6 | iv) 140 mm dia |
| 7 | 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-in-charge. i)90 mm dia |
| 8 | ii)110 mm dia |
| 9 | iii)140 mm dia |
| 10 | Charge for dismantling PVC/HDPE pipe after necessary excavation of earth in/c 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 in/c consolidating each deposited layer by ramming , watering, etc. complete as per specification and direction of the Er. -in -Charge.i) 90 mm dia |
| 11 | ii) 110 mm dia |
| 12 | iii) 140 mm dia |
| 13 | Providing and fixing GI pipes of Medium class as per IS: 1239 with latest amendment complete with GI 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.i) 25 mm dia nominal bore |
| 14 | ii) 40 mm dia nominal bore |
| 15 | iii) 80 mm dia nominal bore |
| 16 | iv) 100 mm dia nominal bore |
| 17 | Clearing of deposited iron in side of laying PVC pipe line in different dia (90/110/140 mm dia) in/c excavating trenching for 100 mtr lead pipe line of required width and depth after 20 mtr distance and 3.00 mtr long in every 100 mtr clearing through UPVC coil pipe and laying the same with necessary couplers and solvent cement etc. ( solvent cement and coupler etc. will be issued by the dept. at free of cost). |
| 18 | Clearing of deposited iron in side of laying CI pipe line in different dia (80/100/125/150 mm dia) and dismantaling old CI pipe in/c trenching , refilling etc. for 100 mtr lead pipe line of required width and depth cutting earth in 25 mtr distance and 12.00 mtr long in each i.e. 36 mtr trenches cutting for every 100 mtr pipe iron through UPVC coil pipe after clearing , washing, laying the same with rubber gasket , pipe lead joints as per direction of Engineer - in - charge ( pig lead will be issued by the dept. at free of cost and rubber gasket and T & P arrange by the agency). |
| 19 | Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design (i) With Second Class bricks |
| 20 | 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). i) 15 mm dia |
| 21 | ii) 20 mm dia |
| 22 | iii) 25 mm dia |
| 23 | 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. i)90 mm dia |
| 24 | ii)110 mm dia |
| 25 | iii)140 mm dia |
| 26 | 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. i)90 x 90 mm dia |
| 27 | ii)110 x 110 mm dia |
| 28 | iii)140 x 140 mm dia |
| 29 | 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. i) 40 mm dia |
| 30 | ii) 90 mm dia |
| 31 | iii) 110 mm dia |
| 32 | 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 . i)110 x 90 mm dia |
| 33 | ii)140 x 110 mm dia |
| 34 | iii)140 x 90 mm dia |
| 35 | \\"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.\\" i)90 mm dia |
| 36 | ii)110 mm dia |
| 37 | iii)140 mm dia |
| 38 | 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. i) 90 mm dia |
| 39 | ii)110 mm dia |
| 40 | iii)140 mm dia |
| 41 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.(i) 15 mm dia |
| 42 | (ii) 20 mm dia |
| 43 | (iii) 25 mm dia |
| 44 | (iv) 40 mm dia |
| 45 | v) 80 mm dia |
| 46 | vi) 100 mm dia |
| 47 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i. 20 x 15 mm dia |
| 48 | ii. 25 x 15 mm dia |
| 49 | iii. 40 x 15 mm dia |
| 50 | iv. 40 x 25 mm dia |
| 51 | v) 100 x 80 mm dia |
| 52 | vi) 150 x 100 mm dia |
| 53 | Providing and fixing G.I. Socket as per CPWD specification and direction of the Engineer - in- Charge.(i) 15 mm dia |
| 54 | (ii) 20 mm dia |
| 55 | (iii) 25 mm dia |
| 56 | (iv) 40 mm dia |
| 57 | Providing and fixing GI union as per CPWD specification and direction of the Engineer - in- Charge.(i) 15 mm dia |
| 58 | (ii) 20 mm dia |
| 59 | (iii) 25 mm dia |
| 60 | (iv) 40 mm dia |
| 61 | 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.i) 10 mm nominal bore |
| 62 | (ii) 15 mm nominal bore |
| 63 | Providing and fitting fixing PVC / Plastic Bib cock conforming to IS: 9763 in hydrant points at different location as per specification and direction of the Engineer - in- Charge.i) 15 mm dia PVC / Plastic Bib cock |
| 64 | Providing and fixing GI full way valve as per CPWD specification and direction of the Engineer - in- Charge.i) 15 mm dia |
| 65 | ii) 20 mm dia |
| 66 | iii) 25 mm dia |
| 67 | iv) 40 mm dia |
| 68 | Providing & fixing GI equal tee with the pipeline in/c testing of joints complete as per CPWD specification and direction of the Engineer-in-charge… i) 40 x 40 x 40 mm dia |
| 69 | ii) 100 x 100 x 100 mm dia |
| 70 | iii) 150 x 150 x 150 mm dia |
| 71 | Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i. 40 x 40 x 15 mm dia |
| 72 | ii. 40 x 40 x 20 mm dia |
| 73 | iii. 40 x 40 x 25 mm dia |
| 74 | iv) 100 x 100 x 80 mm dia |
| 75 | Providing and laying flanged C.I standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS: 1538 as per CPWD specification and direction of the Engineer - in - charge.i)Upto 300 mm dia. |
| 76 | Providing and fitting fixing of GI flange (10 mm wall thickness) by welding with GI/MS pipe and placing position as per specification and direction of the Engineer-in-charge.(i) 80 mm dia |
| 77 | (ii) 100 mm dia |
| 78 | Providing and fixing GI Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge.(i) 15 mm dia 150 mm long |
| 79 | (ii) 20 mm dia 150 mm long |
| 80 | (iii) 25 mm dia 150 mm long |
| 81 | Providing and fitting fixing of C.I. Sluice valve spandle with thread as per direction of the Engineer-in-charge(i) 150 mm dia |
| 82 | (ii) 100 mm dia |
| 83 | Providing and fitting fixing of C.I. Sluice valves(with cap) complete with bolts, nuts, rubber insertions etc.(the tail piece if required will be paid separately) as per CPWD specification and direction of the Engineer-in-charge. (A) 80 mm dia, PN-1.6 |
| 84 | (B) 100 mm dia, PN-1.6 |
| 85 | (C) 125 mm dia, PN-1.6 |
| 86 | (D) 150 mm dia, PN-1.6 |
| 87 | Providing and fitting fixing of GI tyton collar with rubber gasket fitted with MS flat and MS square bar at both ends in/c. nuts & bolts, washer & paiting with anti corrosive black bitermestic paint etc. complete.(i) 80 mm dia |
| 88 | (ii) 100 mm dia |
| 89 | (iii) 125 mm dia |
| 90 | (iv) 150 mm dia |
| 91 | Labour charge for disconnection of domestic water supply connection, hydrant etc. from old pipe line and also reconnection the same to the line in/cl. necessary trenching, boring, tapping the main etc. complete in all respect as per specification and the direction of the Engineer-in-charge. |
| 92 | Providing and fitting fixing of single phase motor starter panel unit 3.0HP capacity comprising with 2 plate conductor,over load relay,capacitor,volt meter of BCH/L&T make with necessary copper wire etc complete as per direction of the Engineer-in-Charge. |
| 93 | Providing and fixing CIDF Butterfly valve with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tappers etc if required will be paid separately)……… i)150 mm dia. |
| 94 | Repairing of non-functional AirBlower of 300m³/hr. Capacity by dismantling, replacement of damaged parts , oiling, breezing and re-assembling, re-alignment and mtc. Pulley, motor, pally etc to make the Blower functional as per direction of the Engineer -in-charge. |
| 95 | Providing & fitting fixing of Electrical starter of approved quality for compressor and agitator as per departmental sample demolishing the existing damaged starter as per direction of the Engineer-in-charge. |
| 96 | Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havell's/BCH make etc. complete as per specification and direction of the Engineer-in-charge.(i) 63 Amps |
| 97 | (ii) 100 Amps Please Enable Macros to View BoQ information |
