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| 1 | Item No.01-Cleaning grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area as directed |
| 2 | Item No.02-Cutting down trees including cutting trunks & branches and stacking the material with all liftincluding uprooting and refilling the pit with material etc.complete as directed. (excluding extra material required for refilling) |
| 3 | A) Girth between 30 cm to 60 cm |
| 4 | B) Girth between 60 cm to 90 cm |
| 5 | Item No.03-Excavation for deep trenches for laying rising main in Earth Soil of all types, sand, gravel and soft murum, Hard murum, soft bhisa, Hard man and boulder and in Soft Rock by crow bar and shavelincluding trimming to correct line, level and to specified widths including removing the excavated material and stacking or spreading the same upto a distance of 1 Km and all lifts as directed, preparing the bed for foundation and necessary safety precautions , keep the trench undisturbed till pipe laying & fixing necessary specials etc complete as per detailed specifications. As directed (Payable measurements with vertical excavation). |
| 6 | Item No.04-Excavation for deep trenches for laying rising main in Earth Soil of all types, sand, gravel and soft murum, Hard murum, soft bhisa, Hard man and boulder and in Soft Rock by crow bar and shavelincluding trimming to correct line, level and to specified widths including removing the excavated material and stacking or spreading the same upto a distance of 3 Km and all lifts as directed, preparing the bed for foundation and necessary safety precautions , keep the trench undisturbed till pipe laying & fixing necessary specials etc complete as per detailed specifications. As directed (Payable measurements with vertical excavation). With Lead upto 3 km |
| 7 | Item No.05 A-Excavation in hard rock of all toughness by breakerincluding boulders above 0.6 mdia. (0.113Cum) minimising damage to side slopes of excavation and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour, levelling bed etc., complete with lead up to1 km and all lifts as directed |
| 8 | Item No.05 B-Excavation in hard rock of all toughness by breakerincluding boulders above 0.6 mdia. (0.113Cum) minimising damage to side slopes of excavation and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour, levelling bed etc., complete with lead up to 3 km and all lifts as directed With Lead upto 3 Km |
| 9 | Item No.06-Providing and laying sand bedding in trenches with sand of approved quality including watering and compaction etc complete as directed. |
| 10 | Item No.07-Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. Note:- H.D.P.E. Pipes shall be as per latest IS Specifications. and Lowering, Laying and Jointing H. D. P. E pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointingprocedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II For all classes. |
| 11 | Working pressure 4 kg/sqcm |
| 12 | 180 mm dia. |
| 13 | 200 mm dia. |
| 14 | 250 mm dia. |
| 15 | 280 mm dia. |
| 16 | 315 mm dia. |
| 17 | 450 mm dia. |
| 18 | 500 mm dia. |
| 19 | 630 mm dia. |
| 20 | 710 mm dia. |
| 21 | 800 mm dia. |
| 22 | 900 mm dia. |
| 23 | Working pressure 6 kg/sqcm |
| 24 | 110 mm dia. |
| 25 | 125 mm dia. |
| 26 | 140 mm dia. |
| 27 | 160 mm dia. |
| 28 | Item No.07B-Providing and supplying Bar Wrapped steel cylinder pipes, conforming to IS-15155-2002 (suitable for overlaping steel welded joint or butt welded steel joints) of following class and diameter including cost of all material and labour required, inspection charges, transportation to stores, transit insurance, loading, unloding and stacking excluding GST levied by GOI& GOM in all respect, etc. complete. |
| 29 | All Class of Pipe |
| 30 | 300 mm Dia |
| 31 | Item No.08-Hydraulic testing of H. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.( All Class ) |
| 32 | All Class of Pipe |
| 33 | 110 mm dia. |
| 34 | 125 mm dia. |
| 35 | 140 mm dia. |
| 36 | 160 mm dia. |
| 37 | 180 mm dia. |
| 38 | 200 mm dia. |
| 39 | 250 mm dia. |
| 40 | 280 mm dia. |
| 41 | 315 mm dia. |
| 42 | 450 mm dia. |
| 43 | 500 mm dia. |
| 44 | 630 mm dia. |
| 45 | 710 mm dia. |
| 46 | 800 mm dia. |
| 47 | 900 mm dia. |
| 48 | (Ref. Rate Analysis no. 8) |
| 49 | Item No.08A-Hydraulic testing of Bar wrapped steel cylinder pipes to specified pressure including cost of all materials and labour and water for testing for the length upto 1km. using reciprocating type pumps which should be able to provide specified test pressure guages and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary. |
| 50 | All Class of Pipe |
| 51 | 300 mm Dia |
| 52 | Item No.09-Providing and laying in situ cement concrete of grade M-15 (40 MSA)of trap / granite / gneiss / quartzite / graded metal for foundation and bedding by Batching Plant & Transit Mixer including centering,shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. b) M-15 (40 MSA) (Cement 5.20 bags/Cum) |
| 53 | Item No.10-Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCC works of abutment, wing walls, returns, transition walls, columns, beams and slabs, diaphram walls, Road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc. with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete withaII lift as directedA) In RCC M-20 (20MSA) Cement 6.60 bag/cum |
| 54 | Item No.11-Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed |
| 55 | Item No.12-Providing ,supplying and erecting of Kinetic Double Orifice type Air Valves confirming to IS 14845 as perstandard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete Kinetic Air Valve Flanged Type - P -1.6 |
| 56 | 50 mm Dia. |
| 57 | 80 mm Dia |
| 58 | 100 mm Dia |
| 59 | 150 mm Dia |
| 60 | Item No.13-Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.) |
| 61 | upto 150 |
| 62 | 200 to 400 |
| 63 | 450 to 900 |
| 64 | Item No.14-Providing supplying and erecting of double flange Ductile iron non rising spindle soft seated resilent seated sluice valves in accordance with BS 5163/ EN 1074-1&2 of PN-10/16 rated, with body and bonnet of encapsulated high quality WRAS or DVGW approved wedge nut of brass, shaft of stainless steel EN1.4105, Stainless steel A2, Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour RAL 5017 (suitable for drinking water) to DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore % 100% tight shut off. Flange drilling as per IS 1538 raised face. Gate valve shall be compatible for buried applications without valve chamber. Manual operation by Handwheel. Operating torque shall be less than that mentioned in EN 1171. Testing shall be as per BS 5163/EN 12266-1&2 / IS 14846. |
| 65 | 100 mm Dia |
| 66 | 150 mm Dia |
| 67 | 200 mm Dia |
| 68 | 250 mm Dia |
| 69 | 350 mm Dia |
| 70 | 450 mm Dia |
| 71 | 600 mm Dia |
| 72 | Item No.15-Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. andLowering, laying and fixing in proper alignment and position all types ofC.I.D/F angle type spring loaded pressure relief valves including cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. (For all class of valves.) |
| 73 | 100 mm Dia |
| 74 | 125 mm Dia |
| 75 | 150 mm Dia |
| 76 | 200 mm Dia |
| 77 | 250 mm Dia |
| 78 | 300 mm Dia |
| 79 | Item No.16-Laying rubble solling below foundation in layers including filling with rubble chips,murum etc.complete as directed (with available rubble from hard rock excavation) |
| 80 | Item No.17- Full Bore Electromagnetic Flow Meter : Supply , install and comission Electromagnetic Flow Meter (EMF) As per ISO 4064, fornRaw/ Pure water with accuracy +/- 0.5% of measured value & protection as per given specifications for size 100 mm - 1000 mm including sensor, transmitter surge arrester, cable GI duct if suitable size for 25 mtrs built in GSM (with Simcard and its charges valid for 36 months) including the pipe cutting, levelling and instalation of Flow Meter in the pipelines with necassary tool tackles, cranes including 36 months guarantee etc. complete, as may be required at site & based on technical specifications (Annexure-A) attached. |
| 81 | Diameter of Flow meter |
| 82 | 600 mm Dia |
| 83 | Item No.18-Solar Panel with Battery Designing, Supplying, installing commissioning & testing of photovoltaic solar panel with its charger, MS stand for mounting solar panel so as to have maximum exposure of sunlight for desired location and maintenance free battery with 3 days battery backup with Designing, Supplying, Installing, Commissioning & testing of Flow Control Valve / Pressure reducing valve for inlet with flow measuring, flow controlling, pressure monitering & web based with cable, PLC etc. complete. Hydraulically operated self-actuated Flow & Level Control Valve (either with float or altitude pilot) with downstream orifice having Ductile Iron valve body, Y-Pattern, Double chamber unitized actuator, Fusion bonded Epoxy coating, Copper control tubing, with Latching Solenoid & Pilot operated as per design, additional Speed control feature, drip tight sealing, Iֺn-line serviceable, Internals Stainless steel & protected diaphragm suitable for drinking water WRAS/NSF/DVGW approved. |
| 84 | 600 mm Dia |
| 85 | Item No.19-Providing R.C.C .pipe of NP2 class conforming to IS458 2003 of following diameter including cost of all material and labour required, inspection charges, transportation to stores, transit insurance, loading, unloading and stacking excluding GST levied by GOI and GOM in all respect etc. complete as directed. |
| 86 | 1200 mm dia |
| 87 | Item No.20-Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour,machinary ,hand packing / wedging stone chips, finishing etc.,complete with lead upto 1km and all lifts as directed. |
| 88 | Item No.21-Providing and fixing canal information board of 1.2x0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x3 mm with cross bracing of size 25x25x3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border/letters/numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60x60x75 cm as directed. |
| 89 | Item No.22-Providing and supplying ISI standard specials & fitting suitable for P. C. C. pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete. |
| 90 | Item No.23-Providing & applying Liquid epoxy coating system to the external surface of Rising Main Pipes as per Annex-B of IS 3589:2001, with one coat of Zinc rich epoxy primer (90 % zink (DFT 40 micron , coverage 9 Sqm / lit) and two coats of coal tar epoxy paint (DFT 120 X 2 micron coverage 5 Sqm / Lit / coat) including cleaning the surface to the satisfaction of Engineer in charge by sand blasting / scraping removing oil, grease, other foreign materials including all necessary material , labour with all lifts etc. complete.As directed. |
| 91 | Item No.24-Providing & applying Liquid epoxy coating system to the interior surface of Rising Main Pipes as per Annex - B of IS 3589:2001,with one coat of Zinc rich epoxy primer (90% zink ,DFT 40 micron , coverage 9 Sqm / lit) and three coats of coal tar epoxy paint (DFT 120 X 3 micron coverage 5 Sqm/Lit/coat) including cleaning the surface to the satisfaction of Engineer in charge by sand blasting /chemical cleaning / scraping removing oil, grease, other foreign materials including all necessary material, labour with all leads and lifts etc. complete.As directed. |
| 92 | Item No.25-Backfilling the trenches using available material from excavation in layers not exceeding 300 mm, each layer shall be compacted by watering and ramming without disturbing the pipe line with excavated stuff , including breaking of clods of soil etc complete as directed. (The backfilling on the two sides of the pipeline should be carried out simultaneously) |
| 93 | Item No.26-Pushing of M.S. pipes of following dia for road crossing and railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter of below M.S. casing pipes, lowering, laying , jointing of material, required welding machinery, tripod, shain -pulley block crain, blower, compressor, loading and unloading of machinery into the trench, etc. transportation and dewatering, etc complete, as directed by engineer-in-charge but excluding the cost of M.S. pipes. a)200 mm to 499 mm dia MS pipe |
| 94 | Item No.27-Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible). b) Dia of Pipe:273.10 mm (O.D.) Thickness of pipe: 5.6 mm |
| 95 | B - Maintenance |
| 96 | Item No.28-To carry out annual maintenance & repairs of Dy ,minor, sub minors etc. for providing efficient irrigation facilities to WUA after completion of all construction activities & successful testing of all civil works by the contractor etc. complete as per specifications & as directed by Engineer in charge. |
| 97 | 1st year |
| 98 | 2nd year |
| 99 | 3rd year |
| 100 | 4th year |
| 101 | 5th year |
| 102 | Royalty charges of materials used in construction. |
| 103 | Add Insurance 1 % |
