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| 1 | Excavating trenches of required widthfor 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. In all kind of soil.B) For G.I. / C.I. / D.I. pipes in new workii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 2 | A) For UPVC pipes in new work i)For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 3 | ii) For pipes not exceeding 90 mm dia |
| 4 | Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWDspecification and direction of the Engineer - in - charge. i) 150 mm dia Ductile Iron Class K-7 pipes. |
| 5 | ii) 200 mm dia Ductile Iron Class K-7 pipes. |
| 6 | iii) 250 mm dia Ductile Iron Class K-7 pipes. |
| 7 | 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. (A) Class - 3 ( working pressure 6.0 kg / cm2) i) 90 mm OD |
| 8 | ii) 110 mm OD |
| 9 | Charges for cutting D.I. pipe with steel saw by manual meansas perCPWD specification and direction of the Engineer - in - charge.i) 150 mm dia |
| 10 | ii) 200 mm dia |
| 11 | iii) 250 mm dia |
| 12 | Providing and fixingC.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge.i) 80 mm dia.,PN-1.6 |
| 13 | ii) 100 mm dia.,PN-1.6 |
| 14 | iii) 150 mm dia.,PN-1.6 |
| 15 | iv) 200 mm dia.,PN-1.6 |
| 16 | v) 250 mm dia. ,PN-1.6 |
| 17 | Providing, fixing and laying flanged fabricated UPVC tailpiecewith MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia |
| 18 | ii) 110 mm dia |
| 19 | Providing andfixing DI specials as perCPWD specification and direction of the Engineer - in - charge. (A) D.I. all socketted tee i) 150 x 150 x 150 mm dia |
| 20 | ii) 200 x 200 x 200 mm dia |
| 21 | ii) 200 x 200 x 150 mm dia |
| 22 | iii) 250 x 250 x 250 mm dia |
| 23 | iv) 250 x 250 x 200 mm dia |
| 24 | v) 250 x 250 x 150 mm dia |
| 25 | (B) D.I. Flanged Socketted tail piecei) 150 mm dia. |
| 26 | ii) 200 mm dia. |
| 27 | iii) 250 mm dia. |
| 28 | ( C)D.I. Flanged Spigotted tail piecei) 150 mm dia. |
| 29 | ii) 200 mm dia. |
| 30 | iii) 250 mm dia. |
| 31 | (D)D.I. Double Socketed Tapperi) 250x200 mm dia |
| 32 | ii) 200 x 150 mm dia. |
| 33 | iii) 250 x 150 mm dia. |
| 34 | (E) D.I. all socketted Bend 90 degree i) 200 mm dia |
| 35 | ii) 250 mm dia |
| 36 | iii) 150 mm dia |
| 37 | (F) D.I. all socketted Bend 45 degreei) 200 mm dia |
| 38 | ii) 250 mm dia |
| 39 | iii) 150 mm dia |
| 40 | (G) D.I. all socketted Bend 22.5 degree i) 200 mm dia |
| 41 | ii) 250 mm dia |
| 42 | iii) 150 mm dia |
| 43 | (H) D.I. all socketted Bend 11.25 degreei) 200 mm dia |
| 44 | ii) 250 mm dia |
| 45 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 110 x 110 mm dia |
| 46 | ii) 90 x 90 mm dia |
| 47 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cementconforming 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 |
| 48 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i) 90 mm dia |
| 49 | ii) 110 mm dia |
| 50 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cementconforming to IS : 14182 including testing of joints complete as perCPWD specification and direction of the Engineer - in - charge.i) 90 mm dia |
| 51 | ii) 110 mm dia |
| 52 | Making road crossing by horizontal boringfor smooth laying of UPVC / CI / DI / GI pipes etc.of required dia complete as per specification and the direction of the Engineer-in-charge.By manual means |
| 53 | Constructing masonry Chamber 120 X 120 X 100 cm , inside with brick work in cement mortar 1:4 ( 1 Cement : 4 fine sand) for sluice valve , with C.I. surface box 100 mm top dia, 160 mm bottom dia and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 Cement : 2 fine sand : 4brick aggregate ist class20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 Cement : 5 fine sand : 10brick aggregate ist class40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 Cement: 3 fine Sand) 12 mm thick finished with a floating coat of neat cement complete as per standared design , CPWD specification and direction of the Er. -in -Charge. With 1st Class brick |
| 54 | 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 perCPWD specification and direction of the Engineer - in - charge. i)150 mm dia |
| 55 | ii)200 mm dia |
| 56 | iii)250 mm dia |
