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| 1 | Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. For Bedding |
| 3 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of \"EPDM\" rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete.DI K-7 class pipe |
| 4 | 100 mm clear internal dia |
| 5 | 150 mm clear internal dia |
| 6 | 200 mm clear internal dia |
| 7 | 250 mm clear internal dia |
| 8 | 300 mm clear internal dia |
| 9 | 350 mm clear internal dia |
| 10 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of \"EPDM\" rubber gaskets confirming to IS: 5382-1985, internal cement mortar lining for potable water with testing of pipe line ,disinfection, commissioningall completeas per technical specification & as per the direction of Employers Representative. D.I. Pipe S&S K-9 |
| 11 | 100 mm clear internal dia |
| 12 | 150 mm clear internal dia |
| 13 | 200 mm clear internal dia |
| 14 | Providing and Laying Double Flanged (Screwed/Welded) Centrifugally Cast (Spun) Ductile Iron Pipes of class K-9 with true to alignment & Jointing of full lenght including supply of packing confirming to IS: 5382-1985, internal cement mortar lining for potable waterwith testing of pipe line complete.D.I. Double Flanged Pipe K-9 for the following- |
| 15 | 100 mm clear internal dia |
| 16 | 150 mm clear internal dia |
| 17 | 200 mm clear internal dia |
| 18 | Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000.Upto 600 mm dia |
| 19 | Providing and Laying of D.I. Specials of class K-12 / K-9 suitable for mechanical jointing as per IS: 9523- 2000.Upto 600 mm dia |
| 20 | Making Flanged Joints between D.I. D/F Pipes and D.I. D/F Specials, including cost of jointing materials like nut & bolts, packing of standard quality and make with testing of joints for the following-- |
| 21 | 100 mm dia |
| 22 | 125 mm dia |
| 23 | 150 mm dia |
| 24 | 200 mm dia |
| 25 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. |
| 26 | 100 mm dia (5.6 mm thick) |
| 27 | 125 mm dia (5.6 mm thick) |
| 28 | 150 mm dia (6.4 mm thick) |
| 29 | 200 mm dia (6.4 mm thick) |
| 30 | 250 mm dia(6.4 mm thick) |
| 31 | 300 mm dia(6.4 mm thick) |
| 32 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labourT&P complete in all respect but excluding the cost of earth work and construction of chamber.D.I. D/F Sluice Valves Confirming to IS: 14846-2000 |
| 33 | 100 mm diameter |
| 34 | 150 mm diameter |
| 35 | 200 mm diameter |
| 36 | 250 mm diameter |
| 37 | 300 mm diameter |
| 38 | 350 mm diameter |
| 39 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. D.I. Air Valve Double Acting |
| 40 | 65 mm dia |
| 41 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. Fire Hydrant Valve Confirming to IS: 5290 (Flanged) |
| 42 | 80 mm dia |
| 43 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. D.I. D/F Non Return Valves. Pressure PN 1.6 |
| 44 | 125 mm dia |
| 45 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Scour valves of approved make & design standard of following dia complete including jointing & jointing material including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. |
| 46 | 100 mm diameter |
| 47 | EM typeflow meter : Providing, installation, testing and commissioning of electromagnetic flow meter etc. including all materials (excluding ci/di fittings) and making connection with existing pipeline required for electromagnetic flow meter including cutting the existing pipe line etc. complete in all respect as per technical specificationforoutlet of tubewellswith 4-20ma signal following line sizes - |
| 48 | 150 mm dia |
| 49 | 125 mm dia |
| 50 | 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 (zone-III): 3 graded stone aggregate 20 mm nominal size). (for Thrust blocks, anchor blocks , Pipe supports). |
| 51 | 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 (zone-III) : 4 graded stone aggregate 20 mm nominal size). (for encasing of pipes). |
| 52 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 53 | Demolishing brick work 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.In cement mortar |
| 54 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 55 | Disinfecting DI water mains as per IS : 12288 by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory including cost of water, chemicals, labours, testing charges and all lead and lift and as per detailed specifications and as directed by the Engineer Incharge. |
| 56 | 100 mm clear internal dia |
| 57 | 150 mm clear internal dia |
| 58 | 200 mm clear internal dia |
| 59 | 250 mm clear internal dia |
| 60 | 300 mm clear internal dia |
| 61 | 350 mm clear internal dia |
| 62 | Interconnection of already laid pipeline of dia 100 mm & 150 mm to 150 mm pipe line including all necessary fittings in all respect and as per direction of Engineer-In-Charge |
| 63 | Providing and making house service connections from water supply distributionpipe line upto water meter chamber inside the property using HDPE/MDPE (Class-PE 80) PN 6 composite pipes for upto 5 metre length. The item consisting of composite pipes of HDPE pipe below the ground level and GI class B pipe above the ground level including supply and fixing of ferrules, electro fusion saddle, clamps, rubber sheets, tapping, compression fittings etc, complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.(Earthwork, Road cutting & restoration work shall be paid separately)For newly laid Pipeline |
| 64 | 15 mm connection |
| 65 | 20 mm connection |
| 66 | Leakage repair in existing pipe line ofDI/ CI including dewatering etc. complete including the cost of pipes, specials, joints etc as directed by site engineer for following dia.Including all ancillary work. |
| 67 | 100 mm dia |
| 68 | 150 mm dia |
| 69 | 200 mm dia |
| 70 | 250 mm dia |
| 71 | 300 mm dia |
| 72 | 350 mm dia |
| 73 | Identification of malfunctioned house service connection and replace with new connection including supply and fixing of ferrules, electro fusion saddle, clamps, rubber sheets, tapping, compression fittings etc, complete including all material, labour, testing and commissioning etc. (Earth work , road cutting & restoration ,Pipe work shall be paid separately) |
| 74 | for 15 mm dia connection |
| 75 | Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.G.I. PIPE CONFORMING TO IS : 1239(PART-1).Medium Duty (Class \"B\") |
| 76 | 15 mm |
| 77 | 20 mm |
| 78 | 40 mm |
| 79 | 50 mm |
| 80 | Providing of all materials, Carting from site store to site of work, Laying & Jointing of MDPE pipes (including supply of all jointing materials etc) in trenches with its cutting, threading and testing of pipe line etc complete.PN16 PE80 SDR9 as per ISO4427 |
| 81 | 15 mm |
| 82 | 20 mm |
| 83 | Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. |
| 84 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.By Mechanical Means.Bituminous Courses |
| 85 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 86 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 87 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 88 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.By Mechanical Means.Bituminous Courses |
| 89 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 90 | Construction of gravel/soil-aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 |
| 91 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.By Mechanical Means |
| 92 | WBM Grading 1 |
| 93 | WBM Grading 2 |
| 94 | WBM Grading 3 |
| 95 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 96 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 97 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen oremulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Bitumen (VG-10) |
| 98 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.By Manual Means.Bitumen (VG-10) |
| 99 | (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, 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 complete in all respects.) for Grading I ( 40 mm nominal size ) |
| 100 | Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, 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. 508 complete in all respects.Grading I - 13mm using Bitumen VG - 30 |
| 101 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 |
| 102 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 60 mm as per drawings and Technical Specification Clause 1504 |
| 103 | Laying serviceable cement concrete interlocking paver blocks of any design/shape/thickness laid in required line, level, curvature,colour and pattern over and including 50 mm thick compacted bed of coarse sand , filling the joints with fine sand etc. all complete as directed by the Engineer-In-Charge |
| 104 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing |
| 105 | Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels,rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications |
| 106 | Constructionof tube well of 300 mm dia with dia 550 mm for180 meter depth including mobilization & setting up of boring machine, lowering, centering of tube well assembly, suppy & filling of pea gravel, MS casing pipe, SS screen pipe, tube development, yield testsas per technical specification and direction of Engineer-In-Charge. |
| 107 | Extra over for depth beyond 180 meter upto 250 meter depth including mobilization & setting up of boring machine, lowering, centering of tube well assembly, suppy & filling of pea gravel, MS casing pipe, SS screen pipe, tube development, yield tests,as per technical specification and direction of Engineer-In-Charge. |
| 108 | Extra over for depth beyond 250 meter depth including mobilization & setting up of boring machine, lowering, centering of tube well assembly, suppy & filling of pea gravel, MS casing pipe, SS screen pipe, tube development, yield tests,as per technical specification and direction of Engineer-In-Charge. |
| 109 | Submersible pump - Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V +- 10%, 3 Ph, 50 Hz A.C. supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling with suitable suction strainer. Pump should have suitable discharge outlet as per manufactureres design. Antithrust stream lined non return valve shall be provided with the pump. 3m submersible copper conductor cable in single/ double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. ( with bronze / stainless steel(CF8M) impeller) |
| 110 | Capacity- 1000 LPM, Head- 100m |
| 111 | Providing, installation, testing and commissioning of glycerin filled Pressure gauge of following ranges with isolation valve and tap off pipe complete in all respect as per technical specification and as per direction of Engineer.0-15Kg/Cm^2, 2.0 to 4.0 / 0 to 6.0 / 0 to 10.0 kg/cm^2 |
| 112 | Fabrication, supply ofplain ended threaded hot deeped galvanised MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.MS pipe specials upto 600mm dia |
| 113 | Colomn pipe 100mm |
| 114 | Supply & installation of Electronically controlled electrically actuated chemical metering pump (dosing pump with adjustable knob) wall mounting suitable for delivery upto 10 litres of chemical solution/ Sodium Hypochloride solution per hour under maximum delivery pressure upto 1.0 kg/cm^2 & suctionlift not less than 1.5 meter with accessories (i.e including valve , nozzle, tank etc complete with 200 litre hypochloride solution for testing) |
| 115 | Providing , installation, testing & commissioning of all electrical equipments for newly construction tubewell in all respect and as directed by Engineer. |
| 116 | Commissioning and disinfecting DI water mains as per IS-12288 by flushing with water containing bleaching powder at 0.5 gm / litre of water and cleaning the same with fresh water, operation to be repeated 3 times including getting the sample of water from the disinfected main, tested in the municipal laboratory including cost of water, chemicals, labours, testing charges etc. O&M period of 1 year shall be considered from the period of construction and as directed by the engineer. |
