| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | For HDPE pipe line dia up to 110 mm | | 62501 | RM |
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| 3 | 1.02 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | | 15016 | RM |
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| 4 | 1.03 | For dia of pipe above 150 mm and up to 350 mm nominal. | | 18111 | RM |
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| 5 | 2 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISi marked K-7 grade S&S pipes as per 15:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382- 1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. (size in MM) | | | |
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| 6 | 2.01 | 100 mm | | 100 | RM |
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| 7 | 2.02 | 150 mm | | 6267 | RM |
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| 8 | 2.03 | 200 mm | | 9000 | RM |
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| 9 | 3 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply may be in coil or straight length in 6 M/12 M. HDPE PE-80 PN-6 | | | |
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| 10 | 3.01 | 75 mm dia | | 53008 | RM |
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| 11 | 3.02 | 90 mm dia | | 8367 | RM |
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| 12 | 3.03 | 110 mm dia | | 1026 | RM |
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| 13 | 3.04 | 125 mm dia | | 8738 | RM |
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| 14 | 3.05 | 140mm dia | | 11 | RM |
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| 15 | 3.06 | 180 mm dia | | 8437 | RM |
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| 16 | 3.07 | 225 mm dia | | 674 | RM |
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| 17 | 4 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside .Fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem. Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. | | | |
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| 18 | 4.01 | 50 mm | | 17 | Each |
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| 19 | 5 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Junction Valves | | | |
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| 20 | 5.01 | 80 mm | | 24 | Each |
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| 21 | 5.02 | 100 mm | | 16 | Each |
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| 22 | 5.03 | 125 mm | | 4 | Each |
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| 23 | 5.04 | 150 mm | | 9 | Each |
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| 24 | 5.05 | 200 mm | | 7 | Each |
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| 25 | 6 | Providing, lowering, laying, aligning, fixing in position CI D/F short body pattern type butterfly valves of approved make of following Pressure rating & dia complete, conforming to IS13095/1991 (amended upto date) and of following specifications: Body, disc and end cover of Grey cast iron of IS:210/ FG200, Face to face dimensions as per IS: 13095 & Drilled as per IS:1538. Shaft of SS- AISI- 304/316 & shaft bearings- bronze/Teflon with EPDM/NBR \"O \"ring seal, generally synthetic rubber faced ring secured on disc by retaining ring with SS steel screw stub, Seating ring/ Seal retaining ring of SS- AISI- 304/316 Seat of EPDM/ Neoprene/ NBR, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. 2 coats of red oxide conforming to IS:5660 on drained, cleaned & prepared unmachined surface and rust preventive coat on machined and flanged surface and two coats of paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work Manually Operated Butterfly Valve PN-1.0 (Sectional Valves) | | | |
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| 26 | 6.01 | 150 mm dia (with lever operated) | | 1 | Each |
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| 27 | 6.02 | 200 mm dia (with lever operated) | | 1 | Each |
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| 28 | 7 | Providing, lowering, aligning and fixing in position DI D/F Diaphragm type Pressure Reducing / Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications: Body & Bonnet - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or ASTM A 536, Diaphragm and Resilient seal disc - Flexible, non-wicking nylon fabric reinforced synthetic elastomer -Buna-N / EPDM (FDA / WRAS approved), Body Seat Ring - Cast stainless steel ASTM- A 351 GR. CF8M / AISI- 316, raised, replaceable inline & onsite Stem - Stainless Steel, AISI-316, raised, replaceable inline & onsite Spring & Bearing bush- Stainless Steel, AISI-316 ,Disc guide, disc retainer & diaphragm washer - Stainless Steel, AISI-304/ 316/Bronze ,Seal- EPDM/ NBR ,Pilot Body- Stainless Steel, AISI-304/ CF8 or Brass Tubing - Stainless Steel, AISI-304 / Copper ,Solenoid Valve- Stainless Steel, AISI-316 ,Throttling plug - Stainless Steel, AISI-304, Nut- Bolts - SS . Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2. Insersion rubber of black EPDM 6mm thick Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied both inside and outside . Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Diaphragm Type Flow Control Valve With Electrical Actuator suitable for scada (PN 1.6 ) | | | |
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| 29 | 7.01 | 100 mm | | 2 | Each |
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| 30 | 8 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. PN-1.0 Rating ( Size in MM) | | | |
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| 31 | 8.01 | 80 mm | | 24 | Each |
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| 32 | 8.02 | 100 mm | | 19 | Each |
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| 33 | 8.03 | 125 mm | | 4 | Each |
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| 34 | 8.04 | 150 mm | | 11 | Each |
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| 35 | 8.05 | 200 mm | | 8 | Each |
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| 36 | 9 | Construction of RCC INTZE type Over Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection, all labour and material charges including providing and fixing of accessories such as ladder, manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, food grade epoxy paint to internal surface and giving satisfactory hydraulic test and water tightness test as per IS, code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr and any other work related to structure as per the directions of Engineer-in-Charge, Technical Specification and Scope of WorkRates for RCC OHSR, SBC 10 T/sqm, seismic zone II and Staging 20 Meter. ( capacity in KL) | | | |
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| 37 | 9.01 | 150 KL | | 1 | Each |
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| 38 | 9.02 | 250 KL | | 1 | Each |
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| 39 | 10 | Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | | | |
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| 40 | 10.01 | 100 mm | | 102 | Mtr |
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| 41 | 10.02 | 150 mm | | 114 | Mtr |
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| 42 | 10.03 | 200 mm | | 76 | Mtr |
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| 43 | 11 | Providing and fixing Stain less steel AISI 304 Strainer Cylindrical type for out let, drain pipes of following sizes including all material labour as per Technical Specifications and as per direction of Engineer. ( for outlet and over flow pipe) | | | |
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| 44 | 11.01 | 200 mm | | 2 | Each |
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| 45 | 12 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. | | 240 | RMT |
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| 46 | 13 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. | | 220 | Kg |
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| 47 | 14 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwed type shall have external pipe threads conforming to IS:554, Fasteners - CS. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. | | | |
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| 48 | 14.01 | 25 mm | | 15 | Each |
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| 49 | 15 | Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification (Centrifugal Pump set (Single Stage)) | | | |
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| 50 | 15.01 | Discharge 20 to 30 LPS and head 51 to 60 M | | 2 | Each |
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| 51 | 16 | Providing, Installation, Testing and Commissioning of MAGNETIC FLOW METER for Water Application: Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2\"NPT /Accuracy : 0.5% | | | |
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| 52 | 16.01 | 100 mm | | 1 | Each |
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| 53 | 16.02 | 150 mm | | 1 | Each |
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| 54 | 17 | STAR DELTA STARTER 30.0 HP - (1W+ 1S): I/C- MCCB 125A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 125/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and \n O/G- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 40A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (23-32A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 12.5 Kvar (2), S/D Timer(2) | | 2 | Each |
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| 55 | 18 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. | | | |
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| 56 | 18.01 | 3/CX10 sq mm | | 160 | Mtr |
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| 57 | 18.02 | 3/CX16 sq mm | | 80 | Mtr |
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| 58 | 19 | Providing & Laying XLPE/PVC PVC insulated & PVC Sheathed armoured control Cable of 1.1 KV grade with copper conductor as per IS 1275 including escavation of 30cmX 75 cm size trench 25 cm thick under layer of sand and lind class of bricks covering | | | |
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| 59 | 19.01 | 14CX1.5 sq mm | | 120 | Mtr |
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| 60 | 19.02 | 5CX1.5 sq mm | | 120 | Mtr |
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| 61 | 20 | Supplying and making one end termination with heavy duty double compression brass gland SIBG type, aluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. | | | |
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| 62 | 20.01 | 3/CX10 sq mm | | 16 | Mtr |
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| 63 | 20.02 | 3/CX16 sq mm | | 4 | Mtr |
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| 64 | 20.03 | Miscellaneous items Rubber mat,Danger Plate,lighting, Lugs,steel etc | | 1 | Each |
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| 65 | 21 | Valve Chamber (0.9X1.20 Valve size 150 mm) | | | |
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| 66 | 22 | 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 upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | | 174.21 | Cum |
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| 67 | 23 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size | | 11.34 | Cum |
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| 68 | 24 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M25 grade Nominal Mix/ Design Mix | | 41.5 | Cum |
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| 69 | 25 | Providing and fixing of 150 mm thick RCC precast panel made of M35 grade concrete with required steel, rebar chair, wire mesh, connection bolt, fastener and beveled washer with erection ready complete in all respect with all lead. (Rate of this item is effective from 01.12.2016) | | 43.45 | Sqm |
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| 70 | 26 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats.or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide | | 1953.75 | Kg |
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| 71 | 27 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Cold twisted deformed bars (IS : 1786). | | 2759.6 | Kg |
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| 72 | 28 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Walls (any thickness) including attached pilasters,buttresses plinth and string course. | | 662.85 | Sqm |
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| 73 | 29 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \"AA\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. | | | |
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| 74 | 30 | for drain Opeining Size 701 to 1200 mm Standard Drain Cover Size 1500mm x 600mm x 125mm | | 64.1 | Sqm |
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| 75 | 31 | Valve Chamber (1.50X1.20 Valve size 200 mm to 300 mm) | | | |
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| 76 | 32 | 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 upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | | 119 | cum |
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| 77 | 33 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal | | 2.42 | cum |
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| 78 | 34 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M25 grade Nominal Mix/ Design Mix | | 12.1 | cum |
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| 79 | 35 | Providing and fixing of 150 mm thick RCC precast panel made of M35 grade concrete with required steel, rebar chair, wire mesh, connection bolt, fastener and beveled washer with erection ready complete in all respect with all lead. (Rate of this item is effective from 01.12.2016) | | 13.8 | sqm |
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| 80 | 36 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats.or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide | | 638 | Kg |
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| 81 | 37 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Cold twisted deformed bars (IS : 1786). | | 967 | kg |
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| 82 | 38 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Walls (any thickness) including attached pilasters,buttresses plinth and string course. | | 149 | Sqm |
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| 83 | 39 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \"AA\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. | | | |
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| 84 | 39.01 | for drain Opeining Size 701 to 1200 mm Standard Drain Cover Size 1500mm x 600mm x 125mm | | 19 | Sqm |
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| 85 | 40 | Air Valve Pillar - 25 mm | | | |
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| 86 | 41 | 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 upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | | 15 | Cum |
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| 87 | 42 | Providing and laying in position cement concrete 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size including curing, compaction etc. complete excluding the cost of centering and shuttering - All work up to plinth level. | | 6 | Cum |
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| 88 | 43 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course. (Columns, pillars, posts and struts etc. ) | | 19 | Sqm |
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| 89 | 44 | Reinforced cement concrete work in walls (anythickness) including attached pilasters, butteresses, plinth and strings courses, fillets, columns, pillars, piers abutments, posts and strutsetc upto floor three level including curing, compactions , finishing with rendering in cement sandmortar 1:3 (1 cement:3 coarse sand) making good the joints excluding cost of centering shuttering and reinforcement 1:1.5:3 (1 cement :1.5 sand ;3 stone aggregates 20mm size) | | 8.5 | Cum |
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| 90 | 45 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) | | 850 | Kg |
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| 91 | 46 | Providing & lowering of G.I. Pipes, flange pipe including rubber washer and nuts of 8 mm dia complete in all respect I.S.I. Make. 25 mm dia | | 90 | mtr. |
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| 92 | 47 | Air Valve Pillar - 50 mm | | | |
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| 93 | 48 | 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 upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | | 60 | Cum |
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| 94 | 49 | Providing and laying in position cement concrete 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size including curing, compaction etc. complete excluding the cost of centering and shuttering - All work up to plinth level. | | 5.5 | Cum |
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| 95 | 50 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course. (Columns, pillars, posts and struts etc. ) | | 30 | Sqm |
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| 96 | 51 | Reinforced cement concrete work in walls (anythickness) including attached pilasters, butteresses, plinth and strings courses, fillets, columns, pillars, piers abutments, posts and strutsetc upto floor three level including curing, compactions , finishing with rendering in cement sandmortar 1:3 (1 cement:3 coarse sand) making good the joints excluding cost of centering shuttering and reinforcement 1:1.5:3 (1 cement :1.5 sand ;3 stone aggregates 20mm size) | | 7.7 | Cum |
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| 97 | 52 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) | | 1100 | Kg |
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| 98 | 53 | Providing & lowering of G.I. Pipes, flange pipe including rubber washer and nuts of 8 mm dia complete in all respect I.S.I. Make. 50 mm dia | | 102 | mtr. |
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| 99 | 54 | Road Restoration work | | | |
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| 100 | 55 | manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) | | | |
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| 101 | 55.01 | 80 mm thick. | | 13958.6 | Sqm |
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| 102 | 56 | Dismantling of flexible pavement for pipe line and chambers 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 up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. | | | |
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| 103 | 56.01 | Bituminous courses | | 87.6 | Cum |
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| 104 | 56.02 | Granular courses | | 140.5 | Cum |
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| 105 | 57 | Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. | | 181.4 | cum |
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| 106 | 58 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size). | | 269 | cum |
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| 107 | 59 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates I coils, confirming to IS 3589-200 I or its latest revision/ amendmendment, for following thickness and inside diameter including all taxes, transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, 1.5 satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineerin- charge; (excluding earthwork, internal lining and outer coating). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. ( Nominal Dia &Thickness In MM) ( Carrior pipe) | | | |
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| 108 | 59.01 | 150 mm | | 20 | RMT |
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| 109 | 60 | Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - B specials as per IS : 1538, amended up to date in trenches complete including all material, labour, testing and commissioning along with pipe line/ appurtenence as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. Plain ended CI specials including tail piece, spigot end and socket | | | |
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| 110 | 60.01 | Up to 300 mm dia | | 400 | Sqm |
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| 111 | 61 | Providing & lowering of G.I. Pipes, flange pipe including rubber washer and nuts of 8 mm dia complete in all respect I.S.I. Make. | | | |
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| 112 | 61.01 | B Class 75 mm dia. | | 40 | Sqm |
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| 113 | 61.02 | B Class 100 mm dia. | | 40 | Sqm |
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| 114 | 62 | Providing and fixing of flanged/ plain ended MS Specials 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 including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.:- MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | | 5386 | Kg |
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| 115 | 63 | O&M work (upto VTC) for 5 Years | | | |
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| 116 | 64 | Maintenance of Centrifugal Pump sets and Motors including Cost of rewinding of Motors, materials component & accessories required to repaire pumpsets, starters etc. of electric panels, deinstallation and reinstallation of pumpset. complete in all respect, for per centrifugal pump set with panel per month. Maintenance of history sheet register, as directed by Engineer-in-charge for centrifugal pump set per month operated load of centrifugal pump set (HP) | | | |
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| 117 | 64.01 | 21 HP to 30 HP | | 48 | each |
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| 118 | 65 | Daily periodical operation of valves at supply times for specified by department per sluice valve per months(valve rod and cap to be arranged by the contractor) 80-300 mm | | 396 | each |
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| 119 | 66 | maintenance of pipeline irrespective of size and material which includes repairing of bursts and leakages pollution control, survey and removal of choking , disconnection of illegal connection , collection and recording minimum 10 nos. of residual chlorine samples during daily supply timings, interconnection and all work related to pipeline networks in existing distribution / rising main pipelines of all size by digging out suitable size of pit in loose soil / hard soil , including cutting of black top , WBM and CC top of road any size at work site.This will also includes cutting of pipe ends, fixing of pipe piece with jointing material to make repeat leak proof and refilling of pit by excavated sand by ramming it at sides of pipe and upto ground level. For entire job , contractor will use their own T&P. Contractor with his own resources shall arrange dewatering , JCB (excavator) and tractor compressor , if required any, and restore any amenety at his own cost , damaged while performing the work in thi s item. This works includes daily pattrollng and repair of leakages whithin stipulated time and complete maintenance of pipeline network of distribution and rising main pipeline network within the scope of work for per KM pipeline per month. jointing material shall be provided by the department. Minimum labour for the following KM of pipeline to be deployed. | | | |
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| 120 | 66.01 | 1 Km to 50 KM , One fitter-II and One beldar | | 1792.8 | per km per month |
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