Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Distribution Network from Proposed 5LL OHSR &; Existing 4LL OHSR - Cost of Materials |
| 2 | 100.98.120:Supply of DI K9 Pipe Conforming to IS 8329/2000, 350mm Dia. |
| 3 | 100.98.119:Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia. |
| 4 | 100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia. |
| 5 | 100.98.117:Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia. |
| 6 | 100.98.210:Supply of PVC Pipe, 6kg/cm2, 50mm Dia. |
| 7 | 100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia. |
| 8 | 100.98.212:Supply of PVC Pipe, 6kg/cm2, 75mm Dia. |
| 9 | 100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia. |
| 10 | 100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia. |
| 11 | 100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia. |
| 12 | Supply of 50mm PVC Specials |
| 13 | Supply of 63 mm PVC specials |
| 14 | Supply of 75mm PVC Specials |
| 15 | Supply of 90mm PVC Specials |
| 16 | Supply of 110mm PVC specials |
| 17 | Supply of 160mm PVC specials |
| 18 | OD5529/2022-2023:Supply of Ductile Iron specials suitable for push on jointing up to 600 mm dia |
| 19 | OD33183/2022-2023:Ductile Iron specials suitable for mechanical jointing as per I.S. 9523 utp 600 mm dia |
| 20 | OD36581/2022-2023:Supplying 350 mm DI Class K-9 double flanged pipe |
| 21 | OD36580/2022-2023:Supplying300 mm DI double flanged pipe |
| 22 | OD36579/2022-2023:Supplying 250 mm DI Class K-9 double flanged pipe |
| 23 | OD36578/2022-2023:Supplying 200 mm DI Class K-9 double flanged pipe |
| 24 | OD36590/2022-2023:Supply 150 mm of GI Pipe Medium |
| 25 | OD36589/2022-2023:Supply 100 mm of GI Pipe Medium |
| 26 | OD36588/2022-2023:Supply 80 mm of GI Pipe Medium |
| 27 | OD36587/2022-2023:Supply 65 mm of GI Pipe Medium |
| 28 | OD36586/2022-2023:Supply 50 mm of GI Pipe Medium |
| 29 | OD36585/2022-2023:Supply 40 mm of GI Pipe Medium |
| 30 | GI Specials- ( For 150mm, 100mm, 80mm, 65mm, 50mm, 40mm GI pipes) |
| 31 | 100.98.481:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 80mm. |
| 32 | 100.98.436:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 80mm. |
| 33 | 100.98.482:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 100mm. |
| 34 | 100.98.484:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 150mm. |
| 35 | 100.98.485:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 200mm. |
| 36 | 100.98.486:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 250mm. |
| 37 | 100.98.487:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 300mm. |
| 38 | 100.98.464:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 350mm. |
| 39 | 100.98.435:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 50mm. |
| 40 | 100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. |
| 41 | Distribution Network from Proposed 5LL OHSR &; Existing 4LL OHSR - Working Charges |
| 42 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 43 | 100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock. |
| 44 | 100.1.9:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock Requiring Blasting. |
| 45 | 100.1.13:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock where Blasting is Prohibited. |
| 46 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. |
| 47 | 100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. |
| 48 | 100.14.3:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 200mm diameter Ductile Iron Class K-9 Pipes. |
| 49 | 100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes. |
| 50 | 100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes. |
| 51 | 100.14.6:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 350mm diameter Ductile Iron Class K-9 Pipes. |
| 52 | 100.9.5:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 50 mm nominal outside diameter pipes. |
| 53 | 100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. |
| 54 | 100.9.7:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 75 mm nominal outside diameter pipes. |
| 55 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. |
| 56 | 100.9.9:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes. |
| 57 | 100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes. |
| 58 | 18.24:Laying in position S & S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. ( excluding cost of specials). |
| 59 | 100.15.3:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 200mm diameter Ductile Iron Double Flanged pipes. |
| 60 | 100.15.4:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 250mm diameter Ductile Iron Double Flanged pipes. |
| 61 | 100.15.5:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 300mm diameter Ductile Iron Double Flanged pipes. |
| 62 | 100.15.6:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 350mm diameter Ductile Iron Double Flanged pipes. |
| 63 | 100.35.3:Testing 200mm DI/CI pipeline with potable water to the required test pressure 200 mm dia Observed Data derived from item no.1020 of PHED DATA |
| 64 | 100.35.4:Testing 250mm DI/CI pipeline with potable water to the required test pressure. 250 mm diaObserved Data derived from item no.1022 of PHED DATA |
| 65 | 100.35.5:Testing 300mm DI/CI pipeline with potable water to the required test pressure. 300 mm diaObserved Data derived from item no.1023 of PHED DATA |
| 66 | 100.35.6:Testing 350mm DI/CI pipeline with potable water to the required test pressure. 350 mm diaObserved Data derived from item no.1024 of PHED DATA |
| 67 | 100.12.5:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 40mm diameter nominal bore. |
| 68 | 100.12.6:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 50mm diameter nominal bore. |
| 69 | 100.12.7:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 65mm diameter nominal bore. |
| 70 | 100.12.8:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore. |
| 71 | 100.12.9:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 100mm diameter nominal bore. |
| 72 | 100.12.11:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 150mm diameter nominal bore. |
| 73 | 100.31.2.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class II. |
| 74 | 100.31.2.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class II. |
| 75 | 100.31.2.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class II. |
| 76 | 100.31.2.5:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 200mm diameter, Class II. |
| 77 | 100.31.2.6:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 250mm diameter, Class II. |
| 78 | 100.31.2.7:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 300mm diameter, Class II. |
| 79 | 100.31.2.8:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 350mm diameter, Class II. |
| 80 | 100.32.1:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 25mm Single Acting Air Valve. |
| 81 | 100.32.3:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 50mm Double Acting Air Valve. |
| 82 | 100.32.4:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 80mm Double Acting Air Valve. |
| 83 | 18.17.3:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore |
| 84 | 18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore |
| 85 | 18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore |
| 86 | 18.30.5:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe |
| 87 | 18.30.6:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:250 mm diameter pipe |
| 88 | 18.30.7:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:300 mm diameter pipe |
| 89 | 18.30.8:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:350 mm diameter pipe |
| 90 | 18.70.3:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:200 mm dia pipes |
| 91 | 18.70.4:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:250 mm dia pipes |
| 92 | 18.70.5:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe |
| 93 | 18.70.6:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:350 mm dia pipes |
| 94 | 15.1:Demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer - in- Charges. |
| 95 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charges:In cement mortar |
| 96 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 97 | OD36591/2022-2023:Taking connection from the existing line by using Pvc/ Ms/CI saddle or Tee including all labour charges, earth work excavation, refilling, bailingout water, hire for tools etc. complete but excluding cost of materials. 40 mm to 90 mm dia P V C pipe |
| 98 | OD36592/2022-2023:Taking connection from the existing line by using Pvc/ Ms/CI saddle or Tee including all labourcharges, earth work excavation, refilling, bailing out water, hire for tools etc. complete but excluding cost of materials. 110 mm to 160 mm dia PVC pipe. |
| 99 | OD36593/2022-2023:Taking connection from the existing line by using Pvc/ Ms/CI saddle or Tee including all labour charges, earth work excavation, refilling, bailingout water, hire for tools etc. complete but excluding cost of materials. & 200 mm to 400 mm dia pipe. |
| 100 | OD36594/2022-2023:Labour for cutting D.I. pipe with steel saw. - 200 mm diameter D.I. pipe |
| 101 | OD36595/2022-2023:Labour for cutting D.I. pipe with steel saw. - 250 mm diameter D.I. pipe |
| 102 | OD36596/2022-2023:Labour for cutting D.I. pipe with steel saw. - 300 mm diameter D.I. pipe |
| 103 | OD36597/2022-2023:Labour for cutting D.I. pipe with steel saw. - 350 mm diameter D.I. pipe |
| 104 | OD36598/2022-2023:Providing protection tube for air valve |
| 105 | OD36599/2022-2023:Providing protection tube for sluice valve |
| 106 | 2.8.1: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 up to 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 |
| 107 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 108 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size |
| 109 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 110 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 111 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 112 | 5.9.15:Centering and shuttering including strutting, etc. and removal of form for:Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 113 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 114 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 115 | Providing FHTC 3012nos. at Nenmanikkara Panchayath area |
| 116 | 100.60.1.1.2:Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. |
| 117 | 100.60.1.4.2: Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing AC / GI mains up to 125 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, GI / MS / SS Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. |
| 118 | 100.60.2.1.2:Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains from 140mm to 200mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. |
| 119 | 100.60.3.1.1:Providing additional length of house connection pipe using 20mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers |
| 120 | 100.60.10.4.1:Providing 20mm (1/2 inch) PVC Air Valve in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire for tools and labour charges etc. complete and as per the directions of the department officers. |
| 121 | 100.60.12.3.1:Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers. |
| 122 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. |
| 123 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road |
| 124 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 125 | OD47857/2022-2023:Providing Vertical Stand post using 63 mm 6kg PVC pipe for FHTC's including necessary earthwork and fixing in position in CC etc complete as per the direction of departmental officers |
| 126 | Street Main Extension - Cost of Materials &; Working Charges |
| 127 | 100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia. |
| 128 | 100.98.210:Supply of PVC Pipe, 6kg/cm2, 50mm Dia. |
| 129 | 100.98.209:Supply of PVC Pipe, 6kg/cm2, 40mm Dia. |
| 130 | Supply of 63 mm PVC specials |
| 131 | Supply of 50 mm PVC specials |
| 132 | Supply of 40 mm PVC specials |
| 133 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 134 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. |
| 135 | 100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. |
| 136 | 100.9.5:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 50 mm nominal outside diameter pipes. |
| 137 | 100.9.4:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 40 mm nominal outside diameter pipes. |
| 138 | OD48495/2022-2023:Taking connection from the existing line by using Pvc/ Ms/CI saddle or Tee including all labour charges, earth work excavation, refilling, bailingout water, hire for tools etc. complete but excluding cost of materials. 40 mm to 90 mm dia P V C pipe |
| 139 | PWD Road Restoration Charges for BMBC for Distribution Network |
| 140 | OD26399/2022-2023:PWD code -3.6 - Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m<br> spec 3.6 |
| 141 | 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 |
| 142 | 16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. |
| 143 | OD33985/2022-2023:PWD code-5.1a- -Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0kg/sqm using mechanical means. |
| 144 | OD26681/2022-2023:PWD code-55.4- Supplying and stacking 36mm size hard broken stone in standard heaps for measurement |
| 145 | OD26834/2022-2023:PWD code-55.7a - Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarseaggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roller and other sundry stores. |
| 146 | OD33996/2022-2023:PWD code-5.2.a - Providing and applying tack coat with bitumen emulsion( RS) usingemulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom |
| 147 | OD26984/2022-2023:PWD code-5.3.2.a- Providing and laying bituminous macadam with 80-100 TPH hot mix plantproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment androlled as per clauses&501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size) |
| 148 | OD26988/2022-2023:PWD code-5.6.2.a- Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler,transporting the hot mix to worksite, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 completein all respects For Grading -II (13.2 mm Nominal Size) |
| 149 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 150 | PWD Road Restoration Charges for 20mm Open Graded Chipping Carpet for Distribution Network |
| 151 | OD29014/2022-2023:PWD code -3.6 - Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m<br> spec 3.6 |
| 152 | 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 |
| 153 | 16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. |
| 154 | OD29783/2022-2023:PWD code-5.1a- -Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. |
| 155 | OD29076/2022-2023:PWD code-55.4- Supplying and stacking 36mm size hard broken stone in standard heaps for measurement |
| 156 | OD29082/2022-2023:PWD code-55.7a - Providing bitumen leveling coarse between 40mm and 150mm with 36mmdeptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roller and other sundry stores. |
| 157 | OD29083/2022-2023:PWD code-5.2.a - Providing and applying tack coat with bitumen emulsion( RS) usingemulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom |
| 158 | 16.33.3:2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete ( tack coat to be paid for separately):With Refinery Modified Bitumen CRMB 55 conforming to IRC:SP:53 - 1999 |
| 159 | PWD Road Restoration Charges for Berm Cutting of Distribution Network & ; Street Main Extension |
| 160 | OD28454/2022-2023:PWD code -3.6 - Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m<br> spec 3.6 |
| 161 | 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 |
| 162 | LSGD Road Restoration Charges for 20mm Open Graded Chipping Carpet for Distribution Network &; Street main Extension |
| 163 | OD34700/2022-2023:PWD code -3.6 - Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m<br> spec 3.6 |
| 164 | 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 |
| 165 | 16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. |
| 166 | OD34704/2022-2023:PWD code-5.1a- -Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.<br> |
| 167 | OD34706/2022-2023:PWD code-55.4- Supplying and stacking 36mm size hard broken stone in standard heaps for measurement |
| 168 | OD34710/2022-2023:PWD code-55.7a - Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarseaggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roller and other sundry stores. |
| 169 | OD34714/2022-2023:PWD code-5.2.a - Providing and applying tack coat with bitumen emulsion( RS) usingemulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom |
| 170 | 16.33.3:2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete ( tack coat to be paid for separately):With Refinery Modified Bitumen CRMB 55 conforming to IRC:SP:53 - 1999 |
| 171 | LSGD Road Restoration Charges for Berm Cutting of Distribution &; Street Main Extension |
| 172 | OD34725/2022-2023:PWD code -3.6 - Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m&; spec 3.6 |
| 173 | 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 |
| 174 | River Crossing using HDPE Pipe PE 100 (IS 4984/1995), 10kg, 225mm Outer Dia. near Eravakkad Regulator- Cost of Materials |
| 175 | 100.98.161:Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 225mm Outer Dia. |
| 176 | OD42382/2022-2023:Supply of HDPE Specials 10kg ,225mm Outer Dia. |
| 177 | 100.98.485:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 200mm. |
| 178 | 100.98.117:Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia. |
| 179 | OD41366/2022-2023:Supplying 200 mm DI double flanged pipe |
| 180 | 100.98.435:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 50mm. |
| 181 | 100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia. |
| 182 | Supply of 110mm PVC specials |
| 183 | 100.98.482:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 100mm. |
| 184 | OD38714/2022-2023:DI Specials up to 600 mm for push on jointing |
| 185 | River Crossing using HDPE Pipe PE 100 (IS 4984/1995), 10kg, 225mm Outer Dia. near Eravakkad Regulator - Working Charges |
| 186 | OD37868/2022-2023:Clearing the banks of river and levelling the alignment by engaging man coolies |
| 187 | OD37867/2022-2023:Trenching the river bed in liquid mud and ordinary soil for laying H D P E pipes upto a maximum depth of 5.5M below water level using diving set and air compressor or using any other scientific method, stacking the excavated soil at convenient place and refilling the trenches after laying pipes including all labour and hire for diving etc, air compressor, country boat and all other appliances & equipments, maintaining the depth of trenches till laying pipes etc. is completed. - Data for 10m3 |
| 188 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 189 | OD37866/2022-2023:Casting R.C.C.sleeves as per design with C C 1:1.5:3 using 20mm broken stone and supplying suitable anti corrossive 'T' bolt and nuts including hire for form work cost and conveyance of all materials watering curing etc complete. |
| 190 | OD38349/2022-2023:Laying 225mm OD HDPE pipe including conveying the pipe within initial lead and aligning the pipes, Jointing the pipes by Butt fusion welding , testing the pipe lines thus fabricated to suit the hydraulic working pressure and after testing, floating the pipes in water, fixing R CC sleeves or anchor blocks with bolt and nuts at suitable intervals, lowering/laying the same in position in to the trenches already made in the river, testing the line to PRICE EST NO:2021/13153 printed on 11-08-2022 20:26:26 page 2 Kerala Water Authority P R I C E suitable pressure with potable water before back filling and levelling the trenches including all labour charges, hire for appliances, country boat or engine driven boat etc. complete. |
| 191 | OD38234/2022-2023:Engaging divers for removing boulders / logs from the river bed if found necessary during the course of work. |
| 192 | 100.37.7.1:In situ fabrication of M.S. pipes of size 200mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 193 | OD43423/2022-2023:Laying 200mm MS Pipe of suitable thicknessas specifiedincluding all hire charges of machinery , labour, fuel, erection ofmachinery , transporation, dismantling after completion of work , erecting well point dewatering system for the entire working period , carring out earthwork excavation including necessary shoring and jointing the pushed pipes by suitable welding as per IS etc.complete and reforming ground after completion of work |
| 194 | OD38232/2022-2023:Fabricating MS flanges of diameter 200 mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricatedwith 8mm thick MS plates |
| 195 | OD41367/2022-2023:Fabricating and supplying at the site and fixing 200mm x 200mm x 200mm MS "Y " Tee suitable for jointing 200 mm DI/MS pipe made by 8 mm thick MS plate for body, 16 mm MS plate for flanges,16 x 16 mm square bar and welded inside at both ends for seating arrangements of rubber gaskets, providing 8 number cleats at one end made from 10 mm thick MS sheet with cleat supports including all cost of materials, accessories like rubber gasket and bolts. conveyance charges and fabrication charges such as cutting, welding, grinding, drilling, painting as per standards, etc complete |
| 196 | OD41368/2022-2023:Fabricating and supplying at the site and fixing 200 mm MS mechanical joint with socket tail piece suitable for jointing 200 mm DI/MS pipe made by 8 mm thick MS plate for body, 12mm MS plate for flanges,16 x 16 mm square bar and welded inside at both ends for seating arrangements of rubber gaskets, providing 8 number cleats at one end made from 10 mm thick MS sheet with cleat supports including all cost of materials, accessories like rubber gasket and bolts. conveyance charges and fabrication charges such as cutting, welding, grinding, drilling, painting as per standards, etc complete |
| 197 | OD41369/2022-2023:Jointing 225mm OD HDPE &; D/F sluice valves in trenches to lines and levels, using flanged joint, inserting compressed fibre or IR sheet cut to suit the size of pipe and bolt holes, bolting with 24Nos. 150mm long 27mm or nearest size bolts, nuts and washers including conveying the jointing materials etc. complete, to make water tight joints capable of withstanding the required pressure. |
| 198 | OD41370/2022-2023:Fabricating , supplying at site and fitting 200x250mm MS Reducing Socket Tail Piece (0.5 m Long), body made by 8 mm thick MS plate, 12 mm MS Plate for Flanges, having bolt holes as per standardsincluding all cost of materials, accessories, conveyance charges and fabrication charges such as cutting, welding, grinding, drilling, painting as per standards etc complete |
| 199 | OD41371/2022-2023:Fabricating and Supplying 200mm dia MS D/F 45°Bend with flange by cutting, chamfering and three runs welding using 8mm thick MS pipe to provide a smooth flow of water without resistance to the water flow including all cost of electrodes, hire charges of gas, cutting equipments, welding set, tools and labour charges etc. but excluding cost of pipe and fabricating MS flanges of dia 200mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete : For pipes fabricated with 8mm thick MS Plates: 200 x 45° Bend - 0.75m |
| 200 | OD41372/2022-2023:Fabricating and Supplying 200mm dia MS D/F 90°Bend with flange by cutting, chamfering and three runs welding using 8mm thick MS pipe to provide a smooth flow of water without resistance to the water flow including all cost of electrodes, hire charges of gas, cutting equipments, welding set, tools and labour charges etc. but excluding cost of pipe and fabricating MS flanges of dia 200mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete : For pipes fabricated with 8mm thick MS Plates: 200 x 90° Bend - 0.9m |
| 201 | OD38228/2022-2023:Charges for jointing with the suitable mechanical joint in 200mm DI/MS Pipe including without causing any damages to the remaining portion of the line and specials and replacing the pipe with mechanical and tyton joint after cleaning the ends, including nut and bolts centering the pipe, providing the joints, testing the line to the required test pressure, without causing any damages to any other utilities, including the charges of hire and conveyance of tools,plants and materials to the site, bailing out water, lighting, watching, ribbon fencing, caution boards, traffic diversion but excluding cost of mechanical joint and as per the direction of departmental officers etc.complete |
| 202 | 100.31.2.5:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 200mm diameter, Class II. |
| 203 | 100.32.3:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 50mm Double Acting Air Valve. |
| 204 | 100.9.9:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes. |
| 205 | 100.31.2.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class II. |
| 206 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 207 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 208 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 209 | 5.22.3:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelCold twisted bars |
| 210 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 211 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 212 | 100.14.3:Conveying and laying S &;S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 200mm diameter Ductile Iron Class K-9 Pipes. |
| 213 | 100.15.3:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 200mm diameter Ductile Iron Double Flanged pipes. |
| 214 | 18.70.3:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:200 mm dia pipes |
| 215 | OD42359/2022-2023:Labour for cutting D.I. pipe with steel saw.- 200 mm diameter D.I. pipe |
| 216 | 100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead. |
| 217 | OD46286/2022-2023:Removal of excess earth by lorry for minimum mechanical conveyance and less cost of earth |
| 218 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 219 | 13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) |
| 220 | NH Crossing Works using HDPE Pipe PE 100 (IS 4984/1995), 10kg, 225mm Outer Dia. by Horizontal Directional Drilling Method near Manali river - Cost of Materials |
| 221 | 100.98.161:Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 225mm Outer Dia. |
| 222 | 100.98.117:Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia. |
| 223 | OD39307/2022-2023:Supplying 200 mm DI double flanged pipe |
| 224 | 100.98.488:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 350mm. |
| 225 | 100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia. |
| 226 | Supply of 110mm PVC specials |
| 227 | 100.98.482:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 100mm. |
| 228 | DI specials up to 600 mm |
| 229 | NH Crossing Works using HDPE Pipe PE 100 (IS 4984/1995), 10kg, 225mm Outer Dia. by Horizontal Directional Drilling Method near Manali river - Working Charge |
| 230 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road |
| 231 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar |
| 232 | OD39686/2022-2023:Creation of 500 mm dia reamer hole and pulling 225 mm dia HDPE pipe using HDD method including all labour charges, hire charges. etc. excluding cost of HDPE pipes |
| 233 | OD37919/2022-2023:Bentonite arrangement for execution of HDD works at site. |
| 234 | OD37927/2022-2023:Disposal and removing of used (spent) bentonite slurry out flowing through the drilled holeafter piloting, reaming,pulling and punching with in 5 KM by lorry. |
| 235 | OD38014/2022-2023:Mobilization charges, Breakdown charges & utility shifting |
| 236 | 100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. |
| 237 | 100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete. |
| 238 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. |
| 239 | 100.98.1008:Engaging Coolie. |
| 240 | 100.37.11.1:In situ fabrication of M.S. pipes of size 400mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 241 | OD42889/2022-2023:Laying 400mm MS Pipe of suitable thickness across the NH with clearence as specified by NHAI authorities by HDD technique including all hire charges of machinery , labour, fuel, erection ofmachinery , transporation, dismantling after completion of work , erecting well point dewatering system for the entire working period , carring out earthwork excavation as required for adopting HDD pipe lying including necessary shoring and jointing the pushed pipes by suitable welding as per IS etc.complete and reforming ground after completion of work |
| 242 | 100.10.8:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 225mm Nominal Outside Diameter Pipes. |
| 243 | OD38106/2022-2023:Jointing 225mm OD HDPE & D/F sluice valves in trenches to lines and levels, using flanged joint, inserting compressed fibre or IR sheet cut to suit the size of pipe and bolt holes, bolting with 24Nos. 150mm long 27mm or nearest size bolts, nuts and washers including conveying the jointing materials etc. complete, to make water tight joints capable of withstanding the required pressure. |
| 244 | 100.37.7.1:In situ fabrication of M.S. pipes of size 200mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 245 | 100.37.7.2:Fabricating M.S. flanges of diameter 200mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 246 | 100.37.7.4:Welding 200mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 247 | 100.37.7.5:Grinding cut and weld edges of 200mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 248 | 100.14.3:Conveying and laying S&;S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 200mm diameter Ductile Iron Class K-9 Pipes. |
| 249 | 18.70.3:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:200 mm dia pipes |
| 250 | 18.83.5:Labour for cutting C.I. pipe with steel saw.200 mm diameter C.I. pipe |
| 251 | 100.15.3:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 200mm diameter Ductile Iron Double Flanged pipes. |
| 252 | 18.30.5:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe |
| 253 | OD39687/2022-2023:Fabricating and Supplying 250mm dia MS D/F 90°Bend with flange by cutting, chamfering and three runs welding using 8mm thick MS pipe to provide a smooth flow of water without resistance to the water flow including all cost of electrodes, hire charges of gas, cutting equipments, welding set, tools and labour charges etc. but excluding cost of pipe and fabricating MS flanges of dia 250mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete : For pipes fabricated with 8mm thick MS Plates: 250 x 90° Bend - 2m |
| 254 | OD39688/2022-2023:Fabricating and Supplying 250mm dia MS D/F 90°Bend with flange by cutting, chamfering and three runs welding using 8mm thick MS pipe to provide a smooth flow of water without resistance to the water flow including all cost of electrodes, hire charges of gas, cutting equipments, welding set, tools and labour charges etc. but excluding cost of pipe and fabricating MS flanges of dia 250mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete : For pipes fabricated with 8mm thick MS Plates: 250 x 90° Bend - 0.9m |
| 255 | OD39689/2022-2023:Fabricating and Supplying 200mm dia MS D/F 90°Bend with flange by cutting, chamfering and three runs welding using 8mm thick MS pipe to provide a smooth flow of water without resistance to the water flow including all cost of electrodes, hire charges of gas, cutting equipments, welding set, tools and labour charges etc. but excluding cost of pipe and fabricating MS flanges of dia 200mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete : For pipes fabricated with 8mm thick MS Plates: 200 x 90° Bend - 0.9m |
| 256 | OD39690/2022-2023:Fabricating and Supplying 200mm dia MS D/F 60°Bend with flange by cutting, chamfering and three runs welding using 8mm thick MS pipe to provide a smooth flow of water without resistance to the water flow including all cost of electrodes, hire charges of gas, cutting equipments, welding set, tools and labour charges etc. but excluding cost of pipe and fabricating MS flanges of dia 200mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete : For pipes fabricated with 8mm thick MS Plates: 200 x 60° Bend - 1.20m |
| 257 | OD39691/2022-2023:Fabricating , supplying at site and fitting 200x250mm MS Reducing Socket Tail Piece (0.5 m Long), body made by 8 mm thick MS plate, 16 mm MS Plate for Flanges, having bolt holes as per standardsincluding all cost of materials, accessories, conveyance charges and fabrication charges such as cutting, welding, grinding, drilling, painting as per standards etc complete |
| 258 | OD39692/2022-2023:Fabricating and Supplying 200mm dia MS D/F 45°Bend with flange by cutting, chamfering and three runs welding using 8mm thick MS pipe to provide a smooth flow of water without resistance to the water flow including all cost of electrodes, hire charges of gas, cutting equipments, welding set, tools and labour charges etc. but excluding cost of pipe and fabricating MS flanges of dia 200mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete : For pipes fabricated with 8mm thick MS Plates: 200 x 45° Bend - 0.75m |
| 259 | OD39693/2022-2023:Fabricating and Supplying 200mm dia MS D/F 45°Bend with flange by cutting, chamfering and three runs welding using 8mm thick MS pipe to provide a smooth flow of water without resistance to the water flow including all cost of electrodes, hire charges of gas, cutting equipments, welding set, tools and labour charges etc. but excluding cost of pipe and fabricating MS flanges of dia 200mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete : For pipes fabricated with 8mm thick MS Plates: 200 x 45° Bend - 1.52m |
| 260 | OD39694/2022-2023:Fabricating and Supplying 200mm dia MS D/F 45°Bend with flange by cutting, chamfering and three runs welding using 8mm thick MS pipe to provide a smooth flow of water without resistance to the water flow including all cost of electrodes, hire charges of gas, cutting equipments, welding set, tools and labour charges etc. but excluding cost of pipe and fabricating MS flanges of dia 200mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete : For pipes fabricated with 8mm thick MS Plates: 200mm dia MS D/F 'S' Bend - 4.2m |
| 261 | OD39695/2022-2023:Fabricating and supplying at the site and fixing 200 mm MS mechanical joint with socket tail piece suitable for jointing 200 mm DI/MS pipe made by 8 mm thick MS plate for body, 16 mm MS plate for flanges,16 x 16 mm square bar and welded inside at both ends for seating arrangements of rubber gaskets, providing 8 number cleats at one end made from 10 mm thick MS sheet with cleat supports including all cost of materials, accessories like rubber gasket and bolts. conveyance charges and fabrication charges such as cutting, welding, grinding, drilling, painting as per standards, etc complete |
| 262 | OD40642/2022-2023:Fabricating and supplying at the site and fixing 200mm x 200mm x 200mm MS "Y " Tee suitable for jointing 200 mm DI/MS pipe made by 8 mm thick MS plate for body, 16 mm MS plate for flanges,16 x 16 mm square bar and welded inside at both ends for seating arrangements of rubber gaskets, providing 8 number cleats at one end made from 10 mm thick MS sheet with cleat supports including all cost of materials, accessories like rubber gasket and bolts. conveyance charges and fabrication charges such as cutting, welding, grinding, drilling, painting as per standards, etc complete - 1.52m |
| 263 | 13.50.3:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works |
| 264 | 13.59:Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively. |
| 265 | OD38130/2022-2023:For Caution Board for executing HDD work |
| 266 | 100.31.1.5:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 200mm diameter, Class I. |
| 267 | 18.24:Laying in position S &; S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. ( excluding cost of specials). |
| 268 | 100.9.9:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes. |
| 269 | 100.31.2.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class II. |
| 270 | OD38010/2022-2023:Sealing of holes in manholes after HDD laying etc. with suitable adhessive material and making water tight at pipe entryand exit points in manhole including pressure grouting, etc. complete. |
| 271 | 100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead. |
| 272 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 273 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil |
| 274 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 275 | 19.16:Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design |
| 276 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size |
| 277 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 278 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 279 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 280 | 5.9.15:Centering and shuttering including strutting, etc. and removal of form for:Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 281 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 282 | 13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) |
| 283 | OD38385/2022-2023:Removal of excess earth by lorry for minimum mechanical conveyance and less cost of earth |
| 284 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 285 | Railway Crossing using HDPE Pipe PE 100 (IS 4984/1995), 10kg, 400mm Outer Dia. near Eravakkad Pump house (KWA) - Cost of materials |
| 286 | 100.98.166:Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 400mm Outer Dia. |
| 287 | 100.98.120:Supply of DI K9 Pipe Conforming to IS 8329/2000, 350mm Dia. |
| 288 | OD38187/2022-2023:Supply of 350mm dia D/F DI K9 pipe |
| 289 | 100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia. |
| 290 | 100.98.488:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 350mm. |
| 291 | 100.98.482:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 100mm. |
| 292 | Supply of 110mm PVC specials |
| 293 | DI specials up to 600 mm |
| 294 | Railway Crossing using HDPE Pipe PE 100 (IS 4984/1995), 10kg, 400mm Outer Dia. by Horizontal Directional Drilling Methodnear Eravakkad Pump house (KWA) - Working charges |
| 295 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road |
| 296 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar |
| 297 | OD38016/2022-2023:Creation of 600 mm dia reamer hole and pulling 400 mm dia HDPE pipe using HDD method including all labour charges, hire charges. etc. excluding cost of HDPE pipes |
| 298 | OD38020/2022-2023:Bentonite arrangement for execution of HDD works at site. |
| 299 | OD38021/2022-2023:Disposal and removing of used (spent) bentonite slurry out flowing through the drilled hole after piloting, reaming,pulling and punching with in 5 KM by lorry. |
| 300 | OD38024/2022-2023:Mobilization charges, Breakdown charges &; utility shifting |
| 301 | 100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. |
| 302 | 100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete. |
| 303 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. |
| 304 | 100.98.1008:Engaging Coolie. |
| 305 | 100.10.13:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 400mm Nominal Outside Diameter Pipes. |
| 306 | OD38929/2022-2023:Jointing 400mm OD HDPE & D/F sluice valves in trenches to lines and levels, using flanged joint, inserting compressed fibre or IR sheet cut to suit the size of pipe and bolt holes, bolting with 24Nos. 150mm long 27mm or nearest size bolts, nuts and washers including conveying the jointing materials etc. complete, to make water tight joints capable of Withstanding the required pressure. |
| 307 | 100.37.20.1:In situ fabrication of M.S. pipes of size 500mm (I.D.) using 10mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 308 | OD42883/2022-2023:Laying 500mm MS Pipe of suitable thickness across the railway line with clearence as specified by railway authorities by push through technique including all hire charges of machinery , labour, fuel, erection ofmachinery , transporation, dismantling after completion of work , erecting well point dewatering system for the entire working period , carring out earthwork excavation as required for adopting push through pipe lying including necessary shoring and jointing the pushed pipes by suitable welding as per IS etc.complete and reforming ground after completion of work |
| 309 | 100.37.10.1:In situ fabrication of M.S. pipes of size 350mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 310 | 100.37.10.2:Fabricating M.S. flanges of diameter 350mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 311 | 100.37.10.4:Welding 350mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 312 | 100.37.10.5:Grinding cut and weld edges of 350mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 313 | OD43452/2022-2023:Fabricating and supplying at the site and fixing 350 mm MS mechanical joint with socket tail piece suitable for jointing 350 mm DI/MS pipe made by 8 mm thick MS plate for body, 16 mm MS plate for flanges,16 x 16 mm square bar and welded inside at both ends for seating arrangements of rubber gaskets, providing 8 number cleats at one end made from 10 mm thick MS sheet with cleat supports including all cost of materials, accessories like rubber gasket and bolts. conveyance charges and fabrication charges such as cutting, welding, grinding, drilling, painting as per standards, etc complete |
| 314 | OD43439/2022-2023:Fabricating and supplying at the site and fixing 350mm x 350mm x 350mm MS "Y " Tee suitable for jointing 350 mm DI/MS pipe made by 8 mm thick MS plate for body, 16 mm MS plate for flanges,16 x 16 mm square bar and welded inside at both ends for seating arrangements of rubber gaskets, providing 8 number cleats at one end made from 10 mm thick MS sheet with cleat supports including all cost of materials, accessories like rubber gasket and bolts. conveyance charges and fabrication charges such as cutting, welding, grinding, drilling, painting as per standards, etc complete |
| 315 | OD43450/2022-2023:Fabricating and Supplying 350mm dia MS D/F 90°Bend with flange by cutting, chamfering and three runs welding using 8mm thick MS pipe to provide a smooth flow of water without resistance to the water flow including all cost of electrodes, hire charges of gas, cutting equipments, welding set, tools and labour charges etc. but excluding cost of pipe and fabricating MS flanges of dia 350mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete : For pipes fabricated with 8mm thick MS Plates: 350 x 90° Bend - 1.5m |
| 316 | OD43451/2022-2023:Fabricating and Supplying 350mm dia MS D/F 45°Bend with flange by cutting, chamfering and three runs welding using 8mm thick MS pipe to provide a smooth flow of water without resistance to the water flow including all cost of electrodes, hire charges of gas, cutting equipments, welding set, tools and labour charges etc. but excluding cost of pipe and fabricating MS flanges of dia 350mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete : For pipes fabricated with 8mm thick MS Plates: 350 x 45° Bend -0.75m |
| 317 | OD43453/2022-2023:Fabricating , supplying at site and fitting 350x400mm MS Reducing Socket Tail Piece (0.5 m Long), body made by 8 mm thick MS plate, 16 mm MS Plate for Flanges, having bolt holes as per standardsincluding all cost of materials, accessories, conveyance charges and fabrication charges such as cutting, welding, grinding, drilling, painting as per standards etc complete |
| 318 | 13.50.3:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works |
| 319 | 13.59:Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively. |
| 320 | OD38102/2022-2023:For Caution Board for executing HDD work |
| 321 | 100.14.6:Conveying and laying S&;S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 350mm diameter Ductile Iron Class K-9 Pipes. |
| 322 | 18.83.8:Labour for cutting C.I. pipe with steel saw.350 mm diameter C.I pipe |
| 323 | 18.70.6:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:350 mm dia pipes |
| 324 | 100.15.6:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 350mm diameter Ductile Iron Double Flanged pipes. |
| 325 | 18.30.8:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:350 mm diameter pipe |
| 326 | 100.31.1.8:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 350mm diameter, Class I. |
| 327 | 100.9.9:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes. |
| 328 | 100.31.2.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class II. |
| 329 | 18.24:Laying in position S &; S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. ( excluding cost of specials). |
| 330 | OD38022/2022-2023:Sealing of holes in manholes after HDD laying etc. with suitable adhessive material and making water tight at pipe entryand exit points in manhole including pressure grouting, etc. complete. |
| 331 | 19.16:Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design |
| 332 | 100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead. |
| 333 | OD38131/2022-2023:Removal of excess earth by lorry for minimum mechanical conveyance and less cost of earth |
| 334 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 335 | 2.8.1: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 up to 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 |
| 336 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil |
| 337 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 338 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size |
| 339 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 340 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 341 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 342 | 5.9.15:Centering and shuttering including strutting, etc. and removal of form for:Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 343 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 344 | 13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster |
| 345 | 13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) |
| 346 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
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