Mission Bhagiratha Department Tender

water Supply;Transportation of concrete blocks for laying of concrete blocks around GI post with hiring of Tractor with pulling as per the observed data.Hiring of Tractor (Pulling activity for 1 cum for transportation charges by considering 50 blocks per day)For one on an average 50 blocks will be laidHence for one day i.e., for 50 BlocksFor 1 Cum i.e., for 37 blocks = 1.35 CumContractor's Profit @ 13.615 %Rate for 1 Cum

water Supply;Construction of Concrete Block of size (0.3*0.3*0.3) by using M20 nominal mix around GI stand post. Rate including material, Labour charges, contractor's profit and Centering Charges etc.,

water Supply;House Hold connections for fixing charges only-Labour charges for fitting and testingFitter Class-I for 26 connections / dayFitter Class-II for 26 connections / dayEarth work excavation & refilling for trench of size 0.9 x 0.9x0.9mExcavation, refilling of pipe line trench, etc., all charges for laying of MDPE pipe lines etc., for house service connections - 90 mm dia

water Supply;House Hold connections for fixing charges only-Labour charges for fitting and testingFitter Class-I for 26 connections / dayFitter Class-II for 26 connections / dayEarth work excavation & refilling for trench of size 0.9 x 0.9x0.9mExcavation, refilling of pipe line trench, etc., all charges for laying of MDPE pipe lines etc., for house service connections - 75 mm dia

water Supply;Providing 15mm dia House Service Connection as per standard specifications including the cost of materials like PP Clamp Saddle shall comply with AS/NZS 4793 or relevant -HSc-On 110mm dia PVC Pipeline

water Supply;Providing 15mm dia House Service Connection as per standard specifications including the cost of materials like PP Clamp Saddle shall comply with AS/NZS 4793 or relevant -HSc-On 90mm dia PVC Pipeline

water Supply;Providing 15mm dia House Service Connection as per standard specifications including the cost of materials like PP Clamp Saddle shall comply with AS/NZS 4793 or relevant HSc-On 75mm dia PVC Pipeline

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-225x250 Reducers

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-200x225 Reducers

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-180x200 Reducers

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-160X180 Reducers

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-140x160 Reducers

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-125X140 Reducers

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-110x125 Reducers

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-90X110 Reducers

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-75x90- Reducers

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-63x75 Reducers

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-315mm dia-TEE

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-250mm dia-TEE

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-225mm dia-TEE

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-200mm dia-TEE

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-160mm dia-TEE

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-140mm dia-TEE

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-110mm dia-TEE

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-90mm dia- TEE

water Supply;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes-63mm dia TEE

water Supply;Supply and delivery of Single Chamber DI Air Valve of PN 1.6 rated with Body and cover in Ductile Iron of grade GGG40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality Epoxy powder coating (EP-P) inside and outside colour blue, drilled as per IS:1538.with Supply and delivery laying true to alignment jointing with flanges of PN 1.6 rated DI D/F Isolation - Gate Valves (Soft Seated) Resilient seated soft seating gate valves (Sluice valves) of PN 1.6 grade with body bonnet of ductile cast iron of grade GGG40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4, valves should be with Electrostatic powder coating both inside and outside pocket less body passage, drilled as per IS:1538, including supply of DI/MS Tee to suit the main pipe and Air Valve including laying, jointing of DI/MS Tee and Isolation Sluice valves along with Air Valve including cost of Jointing Materials such as Rubber Gaskets, Bolts & Nuts etc., including RCC (1:1.5:3) Footing + Stem Column including Earth work excavation and depositing on bank with an initial lead of 50m and lift of 3.0m in all types of soils except hard rock requiring blasting for founadtion , PCC(1:4:8)mix using 40mm gauge hard granite metal including cost and conveyance of all materials and labour charges etc complete, RCC with M20 grade using 20mm gauge HBG crusher metal including cost and conveyance of all materials and labour charges, centring, mixing, curing charges but excluding cost and fabrication charges of steel for reinforcement for raftCost and fabrication charges of Steel for reinforcement including cutting, bending, cranking, tying with binding wire etc complete. including fabrication charges, welding including cost of material transportation labour charges including 2 coats of best quality blue colour enamail paint including fixing charges all incidental and operational charges etc complete for finished item of work,,and contractor profit.The work shall be executed based on the approved designs and drawings of the department. -Air Valve 50mm on 63mm HDPE dia pipeline

water Supply;Supply and delivery laying of valve on pipe line true to alignment jointing with flanges of PN 1.6 rated DI D/F Gate Valves (Soft Seated) Resilient seated soft seating gate valves (Sluice valves) of PN 16 grade with body bonnet of ductile cast iron of grade GGG40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4, valves should be with Electrostatic powder coating both inside and outside pocket less body passage, drilled as per IS:1538.to suit the pressure class of pipe including supply delivery laying and joinitng of S/F tapered tailpeices of 5 and 15 degrees on either ends to suit the main pipeline and Valve including cost of joint materials such as rubber gaskets Bolts and Nuts and labour charges with construction of RCC valve chambers as per requirement with RCC slab and RCC manhole cover with locking arrangements etc.complete for finished item of work the rate is including all taxes.The work shall be executed based on the approved designs of the department -Sluice Valve 250mm on 250m HDPE dia pipeline

water Supply;Supply and delivery laying of valve on pipe line true to alignment jointing with flanges of PN 1.6 rated DI D/F Gate Valves (Soft Seated) Resilient seated soft seating gate valves (Sluice valves) of PN 16 grade with body bonnet of ductile cast iron of grade GGG40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4, valves should be with Electrostatic powder coating both inside and outside pocket less body passage, drilled as per IS:1538.to suit the pressure class of pipe including supply delivery laying and joinitng of S/F tapered tailpeices of 5 and 15 degrees on either ends to suit the main pipeline and Valve including cost of joint materials such as rubber gaskets Bolts and Nuts and labour charges with construction of RCC valve chambers as per requirement with RCC slab and RCC manhole cover with locking arrangements etc.complete for finished item of work the rate is including all taxes.The work shall be executed based on the approved designs of the department -Sluice Valve 200mm on 200m HDPE dia pipeline

water Supply;Supply and delivery laying of valve on pipe line true to alignment jointing with flanges of PN 1.6 rated DI D/F Gate Valves (Soft Seated) Resilient seated soft seating gate valves (Sluice valves) of PN 16 grade with body bonnet of ductile cast iron of grade GGG40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4, valves should be with Electrostatic powder coating both inside and outside pocket less body passage, drilled as per IS:1538.to suit the pressure class of pipe including supply delivery laying and joinitng of S/F tapered tailpeices of 5 and 15 degrees on either ends to suit the main pipeline and Valve including cost of joint materials such as rubber gaskets Bolts and Nuts and labour charges with construction of RCC valve chambers as per requirement with RCC slab and RCC manhole cover with locking arrangements etc.complete for finished item of work the rate is including all taxes.The work shall be executed based on the approved designs of the department -Sluice Valve 150mm on 140m HDPE dia pipeline

water Supply;Supply and delivery laying of valve on pipe line true to alignment jointing with flanges of PN 1.6 rated DI D/F Gate Valves (Soft Seated) Resilient seated soft seating gate valves (Sluice valves) of PN 16 grade with body bonnet of ductile cast iron of grade GGG40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4, valves should be with Electrostatic powder coating both inside and outside pocket less body passage, drilled as per IS:1538.to suit the pressure class of pipe including supply delivery laying and joinitng of S/F tapered tailpeices of 5 and 15 degrees on either ends to suit the main pipeline and Valve including cost of joint materials such as rubber gaskets Bolts and Nuts and labour charges with construction of RCC valve chambers as per requirement with RCC slab and RCC manhole cover with locking arrangements etc.complete for finished item of work the rate is including all taxes.The work shall be executed based on the approved designs of the department -Sluice Valve 100mm on 110mm HDPE dia pipeline

water Supply;Supply and delivery laying of valve on pipe line true to alignment jointing with flanges of PN 1.6 rated DI D/F Gate Valves (Soft Seated) Resilient seated soft seating gate valves (Sluice valves) of PN 16 grade with body bonnet of ductile cast iron of grade GGG40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4, valves should be with Electrostatic powder coating both inside and outside pocket less body passage, drilled as per IS:1538.to suit the pressure class of pipe including supply delivery laying and joinitng of S/F tapered tailpeices of 5 and 15 degrees on either ends to suit the main pipeline and Valve including cost of joint materials such as rubber gaskets Bolts and Nuts and labour charges with construction of RCC valve chambers as per requirement with RCC slab and RCC manhole cover with locking arrangements etc.complete for finished item of work the rate is including all taxes.The work shall be executed based on the approved designs of the department -Sluice Valve 80mm on 90mm HDPE dia pipeline

water Supply;Supply and delivery laying of valve on pipe line true to alignment jointing with flanges of PN 1.6 rated DI D/F Gate Valves (Soft Seated) Resilient seated soft seating gate valves (Sluice valves) of PN 16 grade with body bonnet of ductile cast iron of grade GGG40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4, valves should be with Electrostatic powder coating both inside and outside pocket less body passage, drilled as per IS:1538.to suit the pressure class of pipe including supply delivery laying and joinitng of S/F tapered tailpeices of 5 and 15 degrees on either ends to suit the main pipeline and Valve including cost of joint materials such as rubber gaskets Bolts and Nuts and labour charges with construction of RCC valve chambers as per requirement with RCC slab and RCC manhole cover with locking arrangements etc.complete for finished item of work the rate is including all taxes.The work shall be executed based on the approved designs of the department -Sluice Valve 80mm on 75mm HDPE dia pipeline

water Supply;Supply and delivery laying of valve on pipe line true to alignment jointing with flanges of PN 1.6 rated DI D/F Gate Valves (Soft Seated) Resilient seated soft seating gate valves (Sluice valves) of PN 16 grade with body bonnet of ductile cast iron of grade GGG40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4, valves should be with Electrostatic powder coating both inside and outside pocket less body passage, drilled as per IS:1538.to suit the pressure class of pipe including supply delivery laying and joinitng of S/F tapered tailpeices of 5 and 15 degrees on either ends to suit the main pipeline and Valve including cost of joint materials such as rubber gaskets Bolts and Nuts and labour charges with construction of RCC valve chambers as per requirement with RCC slab and RCC manhole cover with locking arrangements etc.complete for finished item of work the rate is including all taxes.The work shall be executed based on the approved designs of the department -Sluice Valve 80mm on 63mm HDPE dia pipeline

water Supply;Supply and delivery laying of valve on pipe line true to alignment jointing with flanges of PN 1.6 rated DI D/F Gate Valves (Soft Seated) Resilient seated soft seating gate -Sluice Valve 100mm on 125mm PVC dia pipeline

water Supply;Supply and delivery laying of valve on pipe line true to alignment jointing with flanges of PN 1.6 rated DI D/F Gate Valves (Soft Seated) Resilient seated soft seating gate -Sluice Valve 100mm on 110mm PVC dia pipeline

water Supply;Supply and delivery laying of valve on pipe line true to alignment jointing with flanges of PN 1.6 rated DI D/F Gate Valves (Soft Seated) Resilient seated soft seating gate -Sluice Valve 80mm on 90mm PVC dia pipeline

water Supply;Supply and delivery laying of valve on pipe line true to alignment jointing with flanges of PN 1.6 rated DI D/F Gate Valves (Soft Seated) Resilient seated soft seating gate -Sluice Valve 80mm on 75mm PVC dia pipeline

water Supply;Supply and delivery laying of valve on pipe line true to alignment jointing with flanges of PN 1.6 rated DI D/F Gate Valves (Soft Seated) Resilient seated soft seating gate -Sluice Valve 80mm on 63mm PVC dia pipeline

water Supply;Construction of pipelines for water supply with PVC -110 mm dia 6 kg/cm2 pipes as per IS 4984:1995 with its amendments and revisions thereon and including supplying of pipes,necessary specials such as bends, Tees, etc as per site requirements, lowering, laying and jointing of pipes (with butt fusion welding) true to alignment and gradient, excavation of Pipeline trench (Earthwork excavation in all soils upto SDR using machine rate for 2/3rd and manual rate for 1/3rd of quantity) of pipelines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils, boulders and BC Soils) with watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing to the required pressure etc., completely. The rates are inclusive of cost and conveyance of all materials and labour charges and all incidental and operational charges for finished item of pipeline work,and contractor profit. The work shall be executed based on the approved designs and drawings of the department.

water Supply;Construction of pipelines for water supply with PVC -90 mm dia 6 kg/cm2 pipes as per IS 4984:1995 with its amendments and revisions thereon and including supplying of pipes,necessary specials such as bends, Tees, etc as per site requirements, lowering, laying and jointing of pipes (with butt fusion welding) true to alignment and gradient, excavation of Pipeline trench (Earthwork excavation in all soils upto SDR using machine rate for 2/3rd and manual rate for 1/3rd of quantity) of pipelines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils, boulders and BC Soils) with watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing to the required pressure etc., completely. The rates are inclusive of cost and conveyance of all materials and labour charges and all incidental and operational charges for finished item of pipeline work,and contractor profit. The work shall be executed based on the approved designs and drawings of the department.

water Supply;Construction of pipelines for water supply with PVC -75 mm dia 6 kg/cm2 pipes as per IS 4984:1995 with its amendments and revisions thereon and including supplying of pipes,necessary specials such as bends, Tees, etc as per site requirements, lowering, laying and jointing of pipes (with butt fusion welding) true to alignment and gradient, excavation of Pipeline trench (Earthwork excavation in all soils upto SDR using machine rate for 2/3rd and manual rate for 1/3rd of quantity) of pipelines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils, boulders and BC Soils) with watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing to the required pressure etc., completely. The rates are inclusive of cost and conveyance of all materials and labour charges and all incidental and operational charges for finished item of pipeline work,and contractor profit. The work shall be executed based on the approved designs and drawings of the department.

water Supply;Construction of pipelines for water supply with HDPE PE-100 grade 140mm dia 10 kg/cm2 pipes as per IS 4984:1995 with its amendments and revisions thereon and including supplying of pipes,necessary specials such as bends, Tees, etc as per site requirements, lowering, laying and jointing of pipes (with butt fusion welding) true to alignment and gradient, excavation of Pipeline trench (Earthwork excavation in all soils upto SDR using machine rate for 2/3rd and manual rate for 1/3rd of quantity) of pipelines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils, boulders and BC Soils) with watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing to the required pressure etc., completely. The rates are inclusive of cost and conveyance of all materials and labour charges and all incidental and operational charges for finished item of pipeline work,and contractor profit. The work shall be executed based on the approved designs and drawings of the department.

water Supply;Construction of pipelines for water supply with HDPE PE-100 grade 110mm dia 8 kg/cm2 pipes as per IS 4984:1995 with its amendments and revisions thereon and including supplying of pipes,necessary specials such as bends, Tees, etc as per site requirements, lowering, laying and jointing of pipes (with butt fusion welding) true to alignment and gradient, excavation of Pipeline trench (Earthwork excavation in all soils upto SDR using machine rate for 2/3rd and manual rate for 1/3rd of quantity) of pipelines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils, boulders and BC Soils) with watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing to the required pressure etc., completely. The rates are inclusive of cost and conveyance of all materials and labour charges and all incidental and operational charges for finished item of pipeline work,and contractor profit. The work shall be executed based on the approved designs and drawings of the department.

water Supply;Construction of pipelines for water supply with HDPE PE-100 grade 110mm dia 6 kg/cm2 pipes as per IS 4984:1995 with its amendments and revisions thereon and including supplying of pipes,necessary specials such as bends, Tees, etc as per site requirements, lowering, laying and jointing of pipes (with butt fusion welding) true to alignment and gradient, excavation of Pipeline trench (Earthwork excavation in all soils upto SDR using machine rate for 2/3rd and manual rate for 1/3rd of quantity) of pipelines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils, boulders and BC Soils) with watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing to the required pressure etc., completely. The rates are inclusive of cost and conveyance of all materials and labour charges and all incidental and operational charges for finished item of pipeline work,and contractor profit. The work shall be executed based on the approved designs and drawings of the department.

water Supply;Construction of pipelines for water supply with HDPE PE-100 grade 90mm dia 8 kg/cm2 pipes as per IS 4984:1995 with its amendments and revisions thereon and including supplying of pipes,necessary specials such as bends, Tees, etc as per site requirements, lowering, laying and jointing of pipes (with butt fusion welding) true to alignment and gradient, excavation of Pipeline trench (Earthwork excavation in all soils upto SDR using machine rate for 2/3rd and manual rate for 1/3rd of quantity) of pipelines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils, boulders and BC Soils) with watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing to the required pressure etc., completely. The rates are inclusive of cost and conveyance of all materials and labour charges and all incidental and operational charges for finished item of pipeline work,and contractor profit. The work shall be executed based on the approved designs and drawings of the department.

water Supply;Construction of pipelines for water supply with HDPE PE-100 grade 90mm dia 6 kg/cm2 pipes as per IS 4984:1995 with its amendments and revisions thereon and including supplying of pipes,necessary specials such as bends, Tees, etc as per site requirements, lowering, laying and jointing of pipes (with butt fusion welding) true to alignment and gradient, excavation of Pipeline trench (Earthwork excavation in all soils upto SDR using machine rate for 2/3rd and manual rate for 1/3rd of quantity) of pipelines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils, boulders and BC Soils) with watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing to the required pressure etc., completely. The rates are inclusive of cost and conveyance of all materials and labour charges and all incidental and operational charges for finished item of pipeline work,and contractor profit. The work shall be executed based on the approved designs and drawings of the department.

water Supply;Construction of pipelines for water supply with HDPE PE-100 grade 75mm dia 10 kg/cm2 pipes as per IS 4984:1995 with its amendments and revisions thereon and including supplying of pipes,necessary specials such as bends, Tees, etc as per site requirements, lowering, laying and jointing of pipes (with butt fusion welding) true to alignment and gradient, excavation of Pipeline trench (Earthwork excavation in all soils upto SDR using machine rate for 2/3rd and manual rate for 1/3rd of quantity) of pipelines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils, boulders and BC Soils) with watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing to the required pressure etc., completely. The rates are inclusive of cost and conveyance of all materials and labour charges and all incidental and operational charges for finished item of pipeline work,and contractor profit. The work shall be executed based on the approved designs and drawings of the department.

water Supply;Construction of pipelines for water supply with HDPE PE-100 grade 75mm dia 8 kg/cm2 pipes as per IS 4984:1995 with its amendments and revisions thereon and including supplying of pipes,necessary specials such as bends, Tees, etc as per site requirements, lowering, laying and jointing of pipes (with butt fusion welding) true to alignment and gradient, excavation of Pipeline trench (Earthwork excavation in all soils upto SDR using machine rate for 2/3rd and manual rate for 1/3rd of quantity) of pipelines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils, boulders and BC Soils) with watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing to the required pressure etc., completely. The rates are inclusive of cost and conveyance of all materials and labour charges and all incidental and operational charges for finished item of pipeline work,and contractor profit. The work shall be executed based on the approved designs and drawings of the department.

water Supply;Construction of pipelines for water supply with HDPE PE-100 grade 75mm dia 6 kg/cm2 pipes as per IS 4984:1995 with its amendments and revisions thereon and including supplying of pipes,necessary specials such as bends, Tees, etc as per site requirements, lowering, laying and jointing of pipes (with butt fusion welding) true to alignment and gradient, excavation of Pipeline trench (Earthwork excavation in all soils upto SDR using machine rate for 2/3rd and manual rate for 1/3rd of quantity) of pipelines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils, boulders and BC Soils) with watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing to the required pressure etc., completely. The rates are inclusive of cost and conveyance of all materials and labour charges and all incidental and operational charges for finished item of pipeline work,and contractor profit. The work shall be executed based on the approved designs and drawings of the department.

water Supply;Construction of pipelines for water supply with HDPE PE-100 grade 63mm dia 10 kg/cm2 pipes as per IS 4984:1995 with its amendments and revisions thereon and including supplying of pipes,necessary specials such as bends, Tees, etc as per site requirements, lowering, laying and jointing of pipes (with butt fusion welding) true to alignment and gradient, excavation of Pipeline trench (Earthwork excavation in all soils upto SDR using machine rate for 2/3rd and manual rate for 1/3rd of quantity) of pipelines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils, boulders and BC Soils) with watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing to the required pressure etc., completely. The rates are inclusive of cost and conveyance of all materials and labour charges and all incidental and operational charges for finished item of pipeline work and contractor profit. The work shall be executed based on the approved designs and drawings of the department.

water Supply;Construction of pipelines for water supply with HDPE PE-100 grade 63mm dia 8 kg/cm2 pipes as per IS 4984:1995 with its amendments and revisions thereon and including supplying of pipes,necessary specials such as bends, Tees, etc as per site requirements, lowering, laying and jointing of pipes (with butt fusion welding) true to alignment and gradient, excavation of Pipeline trench (Earthwork excavation in all soils upto SDR using machine rate for 2/3rd and manual rate for 1/3rd of quantity) of pipelines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils, boulders and BC Soils) with watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing to the required pressure etc., completely. The rates are inclusive of cost and conveyance of all materials and labour charges and all incidental and operational charges for finished item of pipeline work and contractor profit. The work shall be executed based on the approved designs and drawings of the department.

water Supply;Construction of pipelines for water supply with HDPE PE-100 grade 63mm dia 6 kg/cm2 pipes as per IS 4984:1995 with its amendments and revisions thereon and including supplying of pipes,necessary specials such as bends, Tees, etc as per site requirements, lowering, laying and jointing of pipes (with butt fusion welding) true to alignment and gradient, excavation of Pipeline trench (Earthwork excavation in all soils upto SDR using machine rate for 2/3rd and manual rate for 1/3rd of quantity) of pipelines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils, boulders and BC Soils) with watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing to the required pressure etc., completely. The rates are inclusive of cost and conveyance of all materials and labour charges and all incidental and operational charges for finished item of pipeline work and contractor profit. The work shall be executed based on the approved designs and drawings of the department.

water Supply;Construction of OHSRs/ELSRs with a staging of 12 m for Zone-II Seismicand excluding Seigniorage charges.NOTE: -1) For intermediate ranges proportional rates may beadopted. All VRCC minimum of M30 grade design mix.2)The above rates are applicable for Elevated Level ServicesReservoirs / OHSRs with Raft Foundation and a rate ofRs.5600/- per tonne for Cement and Rs.44000/- per tonne forSteel.3) For every metre of staging less than 12 m, the rate shall bereduced by Rs.0.05 paise per litre per every metre ofdifference in staging.4) For every metre of staging above 12 m , the rate shall beincrease by Rs.0.10 paise per litre per every metre ofadditional in staging.5)The above rates shall be increased / decreased due toincrease / decrease in the cost of Cement byBasic Rate x (Rc-5500)/5500 x 0.069Rc = Rate of Cement (Rs per MT) at the time of preparation ofestimate6)The above rates shall be increased / decreased due toincrease / decrease in the cost of Steel byBasic Rate x (Rs-41500)/41500 x 0.135Rs = Rate of Steel (Rs per MT) (Fe-500/500D/550D from PrimaryProducers)at the time of preparation of estimate.The above formula applicable only for preparation of estimate.The price adjustment shall be adopted on the actual consumption of Steel and Cement.7) Rate inclusive of three coats of food grade epoxy paint toinner surface of the reservoir including roof dome.8) The above rates be adopted for estimate purposes forconstruction of ELSR for a finished work including 2 coats ofweather proof emulsion painting for external surfaces over onecoat of primer of approved make, lettering, all requiredfixtures, pipes, bends, valves etc., for pipe connections butdesigns and drawings.9) The above rates are applicable for wind pressures upto 250kg / sq m. For decrease in wind pressure the rate has to bedecreased by 2.5% per every 50 kg/sqm. If the ELSR / OHSR is tobe designed for seismic forces also, cost shall be arrived byworking out detailed quantities based on the designs.10) For Tribal/Agency area, the above rates shall be increasedby 5%.11)If the ELSR is to be designed for seismic forces a) The aboverates are applied upto Zone-II earth quake. b) for Zone-III earthquake the above rates are to be increased by 15%.12) Fixtures include :a) RCC or Aluminium ladder inside 0.60 m wide.b) spiral staircase on the outside shall be provided up to 200KLELSR. Above 200KL ELSR Capacity, dog legged staircase shall beprovided with staircase flight width of 1.0mts and landing widthof 1.20m. S.S railing to stair case upto 1.2m height.c) Lightning arrestor, including conductor and earthing etc withrelevant IS codes.d) RCC ventilators with copper or stainless Steel fly proof mesh.e) D.I Manholes frame and cover 0.60x0.60 m as per ISspecifications (light duty) - 2 Nos.f) Water level indicator of good quality with ebonite/ copperfloat approved pattern - 1 No.g) The ladder shall be with Aluminium and Verticals with HDPEof 10kg/Sqcm shall be provided for single column OHSRs only.h) The increase in staging shall be at 1.0mt interval.i)The railing provided to the gallery and stair case shall be withstainless Steel of grade 304 for a height of 1.20m.j)The dog legged staircase shall be enclosed with brick/CRS wallon three sides and front side with PVC door of standard make upto 1st brace level from ground level to prevent unauthorizedentry.k) D.I swan neck ventilators shall be provided in top dome andslab-4Nos minimum.l) The above rates are inclusive of all inlet, outlet connections,(CI for 100,90,60 and 40 KL , 20KL and 10 KL) ,valves and bolts & nuts but including labour charges forhoisting, jointing with rubber insertion, nuts and bolts. All valves near inlet, outlet and for scour of ELSRs shall be D.I. valves. Supply and delivery of DI D/F Gate valves ( soft Seated ) valves conforming to IS 3896-oart 2-1985 wedge fully rubber lined with EPDM food grade quality and the valve should be of vacuum tight and 100% leak proof with face to face dimensions. All the valves should be with Electrostatic powder caoting both insisde and outside pockets body passages.Drilled as per IS: 1538Cost of Dismantling Joint (up to 300 mm dia CI and above 300 mm dia MSTransportation chargers (5% of basic cost)Cost of DI Duck foot bendCost of 0.6m DI D/F pipes 3nosCost of DI Semicircular bendJointing materials such as bolts nuts and rubber vouchers - 7 JobsJointing materials such as bolts nuts and rubber washers for valve fixing - 2JobsLabour charges for lowering DI pipes & Bends (5 jobs)Sluice valve lowering and fixing charges. - Including Cost of RCC valve chamber, Cost of Verticals & including contractors profit 13.6150%- 100KL OHSR with 12m Staging

water Supply;Construction of OHSRs/ELSRs with a staging of 12 m for Zone-II Seismicand excluding Seigniorage charges.NOTE: -1) For intermediate ranges proportional rates may beadopted. All VRCC minimum of M30 grade design mix.2)The above rates are applicable for Elevated Level ServicesReservoirs / OHSRs with Raft Foundation and a rate ofRs.5600/- per tonne for Cement and Rs.44000/- per tonne forSteel.3) For every metre of staging less than 12 m, the rate shall bereduced by Rs.0.05 paise per litre per every metre ofdifference in staging.4) For every metre of staging above 12 m , the rate shall beincrease by Rs.0.10 paise per litre per every metre ofadditional in staging.5)The above rates shall be increased / decreased due toincrease / decrease in the cost of Cement byBasic Rate x (Rc-5500)/5500 x 0.069Rc = Rate of Cement (Rs per MT) at the time of preparation ofestimate6)The above rates shall be increased / decreased due toincrease / decrease in the cost of Steel byBasic Rate x (Rs-41500)/41500 x 0.135Rs = Rate of Steel (Rs per MT) (Fe-500/500D/550D from PrimaryProducers)at the time of preparation of estimate.The above formula applicable only for preparation of estimate.The price adjustment shall be adopted on the actual consumption of Steel and Cement.7) Rate inclusive of three coats of food grade epoxy paint toinner surface of the reservoir including roof dome.8) The above rates be adopted for estimate purposes forconstruction of ELSR for a finished work including 2 coats ofweather proof emulsion painting for external surfaces over onecoat of primer of approved make, lettering, all requiredfixtures, pipes, bends, valves etc., for pipe connections butdesigns and drawings.9) The above rates are applicable for wind pressures upto 250kg / sq m. For decrease in wind pressure the rate has to bedecreased by 2.5% per every 50 kg/sqm. If the ELSR / OHSR is tobe designed for seismic forces also, cost shall be arrived byworking out detailed quantities based on the designs.10) For Tribal/Agency area, the above rates shall be increasedby 5%.11)If the ELSR is to be designed for seismic forces a) The aboverates are applied upto Zone-II earth quake. b) for Zone-III earthquake the above rates are to be increased by 15%.12) Fixtures include :a) RCC or Aluminium ladder inside 0.60 m wide.b) spiral staircase on the outside shall be provided up to 200KLELSR. Above 200KL ELSR Capacity, dog legged staircase shall beprovided with staircase flight width of 1.0mts and landing widthof 1.20m. S.S railing to stair case upto 1.2m height.c) Lightning arrestor, including conductor and earthing etc withrelevant IS codes.d) RCC ventilators with copper or stainless Steel fly proof mesh.e) D.I Manholes frame and cover 0.60x0.60 m as per ISspecifications (light duty) - 2 Nos.f) Water level indicator of good quality with ebonite/ copperfloat approved pattern - 1 No.g) The ladder shall be with Aluminium and Verticals with HDPEof 10kg/Sqcm shall be provided for single column OHSRs only.h) The increase in staging shall be at 1.0mt interval.i)The railing provided to the gallery and stair case shall be withstainless Steel of grade 304 for a height of 1.20m.j)The dog legged staircase shall be enclosed with brick/CRS wallon three sides and front side with PVC door of standard make upto 1st brace level from ground level to prevent unauthorizedentry.k) D.I swan neck ventilators shall be provided in top dome andslab-4Nos minimum.l) The above rates are inclusive of all inlet, outlet connections,(CI for 100,90,60 and 40 KL , 20KL and 10 KL) ,valves and bolts & nuts but including labour charges forhoisting, jointing with rubber insertion, nuts and bolts. All valves near inlet, outlet and for scour of ELSRs shall be D.I. valves. Supply and delivery of DI D/F Gate valves ( soft Seated ) valves conforming to IS 3896-oart 2-1985 wedge fully rubber lined with EPDM food grade quality and the valve should be of vacuum tight and 100% leak proof with face to face dimensions. All the valves should be with Electrostatic powder caoting both insisde and outside pockets body passages.Drilled as per IS: 1538Cost of Dismantling Joint (up to 300 mm dia CI and above 300 mm dia MSTransportation chargers (5% of basic cost)Cost of DI Duck foot bendCost of 0.6m DI D/F pipes 3nosCost of DI Semicircular bendJointing materials such as bolts nuts and rubber vouchers - 7 JobsJointing materials such as bolts nuts and rubber washers for valve fixing - 2JobsLabour charges for lowering DI pipes & Bends (5 jobs)Sluice valve lowering and fixing charges. - Including Cost of RCC valve chamber, Cost of Verticals & including contractors profit 13.6150%-90KL OHSR with 12m Staging

water Supply;Construction of OHSRs/ELSRs with a staging of 12 m for Zone-II Seismicand excluding Seigniorage charges.NOTE: -1) For intermediate ranges proportional rates may beadopted. All VRCC minimum of M30 grade design mix.2)The above rates are applicable for Elevated Level ServicesReservoirs / OHSRs with Raft Foundation and a rate ofRs.5600/- per tonne for Cement and Rs.44000/- per tonne forSteel.3) For every metre of staging less than 12 m, the rate shall bereduced by Rs.0.05 paise per litre per every metre ofdifference in staging.4) For every metre of staging above 12 m , the rate shall beincrease by Rs.0.10 paise per litre per every metre ofadditional in staging.5)The above rates shall be increased / decreased due toincrease / decrease in the cost of Cement byBasic Rate x (Rc-5500)/5500 x 0.069Rc = Rate of Cement (Rs per MT) at the time of preparation ofestimate6)The above rates shall be increased / decreased due toincrease / decrease in the cost of Steel byBasic Rate x (Rs-41500)/41500 x 0.135Rs = Rate of Steel (Rs per MT) (Fe-500/500D/550D from PrimaryProducers)at the time of preparation of estimate.The above formula applicable only for preparation of estimate.The price adjustment shall be adopted on the actual consumption of Steel and Cement.7) Rate inclusive of three coats of food grade epoxy paint toinner surface of the reservoir including roof dome.8) The above rates be adopted for estimate purposes forconstruction of ELSR for a finished work including 2 coats ofweather proof emulsion painting for external surfaces over onecoat of primer of approved make, lettering, all requiredfixtures, pipes, bends, valves etc., for pipe connections butdesigns and drawings.9) The above rates are applicable for wind pressures upto 250kg / sq m. For decrease in wind pressure the rate has to bedecreased by 2.5% per every 50 kg/sqm. If the ELSR / OHSR is tobe designed for seismic forces also, cost shall be arrived byworking out detailed quantities based on the designs.10) For Tribal/Agency area, the above rates shall be increasedby 5%.11)If the ELSR is to be designed for seismic forces a) The aboverates are applied upto Zone-II earth quake. b) for Zone-III earthquake the above rates are to be increased by 15%.12) Fixtures include :a) RCC or Aluminium ladder inside 0.60 m wide.b) spiral staircase on the outside shall be provided up to 200KLELSR. Above 200KL ELSR Capacity, dog legged staircase shall beprovided with staircase flight width of 1.0mts and landing widthof 1.20m. S.S railing to stair case upto 1.2m height.c) Lightning arrestor, including conductor and earthing etc withrelevant IS codes.d) RCC ventilators with copper or stainless Steel fly proof mesh.e) D.I Manholes frame and cover 0.60x0.60 m as per ISspecifications (light duty) - 2 Nos.f) Water level indicator of good quality with ebonite/ copperfloat approved pattern - 1 No.g) The ladder shall be with Aluminium and Verticals with HDPEof 10kg/Sqcm shall be provided for single column OHSRs only.h) The increase in staging shall be at 1.0mt interval.i)The railing provided to the gallery and stair case shall be withstainless Steel of grade 304 for a height of 1.20m.j)The dog legged staircase shall be enclosed with brick/CRS wallon three sides and front side with PVC door of standard make upto 1st brace level from ground level to prevent unauthorizedentry.k) D.I swan neck ventilators shall be provided in top dome andslab-4Nos minimum.l) The above rates are inclusive of all inlet, outlet connections,(CI for 100,90,60 and 40 KL , 20KL and 10 KL) ,valves and bolts & nuts but including labour charges forhoisting, jointing with rubber insertion, nuts and bolts. All valves near inlet, outlet and for scour of ELSRs shall be D.I. valves. Supply and delivery of DI D/F Gate valves ( soft Seated ) valves conforming to IS 3896-oart 2-1985 wedge fully rubber lined with EPDM food grade quality and the valve should be of vacuum tight and 100% leak proof with face to face dimensions. All the valves should be with Electrostatic powder caoting both insisde and outside pockets body passages.Drilled as per IS: 1538Cost of Dismantling Joint (up to 300 mm dia CI and above 300 mm dia MSTransportation chargers (5% of basic cost)Cost of DI Duck foot bendCost of 0.6m DI D/F pipes 3nosCost of DI Semicircular bendJointing materials such as bolts nuts and rubber vouchers - 7 JobsJointing materials such as bolts nuts and rubber washers for valve fixing - 2JobsLabour charges for lowering DI pipes & Bends (5 jobs)Sluice valve lowering and fixing charges. - Including Cost of RCC valve chamber, Cost of Verticals & including contractors profit 13.6150%-60KL OHSR with 12m Staging

water Supply;Construction of OHSRs/ELSRs with a staging of 12 m for Zone-II Seismicand excluding Seigniorage charges.NOTE: -1) For intermediate ranges proportional rates may beadopted. All VRCC minimum of M30 grade design mix.2)The above rates are applicable for Elevated Level ServicesReservoirs / OHSRs with Raft Foundation and a rate ofRs.5600/- per tonne for Cement and Rs.44000/- per tonne forSteel.3) For every metre of staging less than 12 m, the rate shall bereduced by Rs.0.05 paise per litre per every metre ofdifference in staging.4) For every metre of staging above 12 m , the rate shall beincrease by Rs.0.10 paise per litre per every metre ofadditional in staging.5)The above rates shall be increased / decreased due toincrease / decrease in the cost of Cement byBasic Rate x (Rc-5500)/5500 x 0.069Rc = Rate of Cement (Rs per MT) at the time of preparation ofestimate6)The above rates shall be increased / decreased due toincrease / decrease in the cost of Steel byBasic Rate x (Rs-41500)/41500 x 0.135Rs = Rate of Steel (Rs per MT) (Fe-500/500D/550D from PrimaryProducers)at the time of preparation of estimate.The above formula applicable only for preparation of estimate.The price adjustment shall be adopted on the actual consumption of Steel and Cement.7) Rate inclusive of three coats of food grade epoxy paint toinner surface of the reservoir including roof dome.8) The above rates be adopted for estimate purposes forconstruction of ELSR for a finished work including 2 coats ofweather proof emulsion painting for external surfaces over onecoat of primer of approved make, lettering, all requiredfixtures, pipes, bends, valves etc., for pipe connections butdesigns and drawings.9) The above rates are applicable for wind pressures upto 250kg / sq m. For decrease in wind pressure the rate has to bedecreased by 2.5% per every 50 kg/sqm. If the ELSR / OHSR is tobe designed for seismic forces also, cost shall be arrived byworking out detailed quantities based on the designs.10) For Tribal/Agency area, the above rates shall be increasedby 5%.11)If the ELSR is to be designed for seismic forces a) The aboverates are applied upto Zone-II earth quake. b) for Zone-III earthquake the above rates are to be increased by 15%.12) Fixtures include :a) RCC or Aluminium ladder inside 0.60 m wide.b) spiral staircase on the outside shall be provided up to 200KLELSR. Above 200KL ELSR Capacity, dog legged staircase shall beprovided with staircase flight width of 1.0mts and landing widthof 1.20m. S.S railing to stair case upto 1.2m height.c) Lightning arrestor, including conductor and earthing etc withrelevant IS codes.d) RCC ventilators with copper or stainless Steel fly proof mesh.e) D.I Manholes frame and cover 0.60x0.60 m as per ISspecifications (light duty) - 2 Nos.f) Water level indicator of good quality with ebonite/ copperfloat approved pattern - 1 No.g) The ladder shall be with Aluminium and Verticals with HDPEof 10kg/Sqcm shall be provided for single column OHSRs only.h) The increase in staging shall be at 1.0mt interval.i)The railing provided to the gallery and stair case shall be withstainless Steel of grade 304 for a height of 1.20m.j)The dog legged staircase shall be enclosed with brick/CRS wallon three sides and front side with PVC door of standard make upto 1st brace level from ground level to prevent unauthorizedentry.k) D.I swan neck ventilators shall be provided in top dome andslab-4Nos minimum.l) The above rates are inclusive of all inlet, outlet connections,(CI for 100,90,60 and 40 KL , 20KL and 10 KL) ,valves and bolts & nuts but including labour charges forhoisting, jointing with rubber insertion, nuts and bolts. All valves near inlet, outlet and for scour of ELSRs shall be D.I. valves. Supply and delivery of DI D/F Gate valves ( soft Seated ) valves conforming to IS 3896-oart 2-1985 wedge fully rubber lined with EPDM food grade quality and the valve should be of vacuum tight and 100% leak proof with face to face dimensions. All the valves should be with Electrostatic powder caoting both insisde and outside pockets body passages.Drilled as per IS: 1538Cost of Dismantling Joint (up to 300 mm dia CI and above 300 mm dia MSTransportation chargers (5% of basic cost)Cost of DI Duck foot bendCost of 0.6m DI D/F pipes 3nosCost of DI Semicircular bendJointing materials such as bolts nuts and rubber vouchers - 7 JobsJointing materials such as bolts nuts and rubber washers for valve fixing - 2JobsLabour charges for lowering DI pipes & Bends (5 jobs)Sluice valve lowering and fixing charges. - Including Cost of RCC valve chamber, Cost of Verticals & including contractors profit 13.6150%-40KL OHSR with 12m Staging

water Supply;Construction of OHSRs/ELSRs with a staging of 12 m for Zone-II Seismicand excluding Seigniorage charges.NOTE: -1) For intermediate ranges proportional rates may beadopted. All VRCC minimum of M30 grade design mix.2)The above rates are applicable for Elevated Level ServicesReservoirs / OHSRs with Raft Foundation and a rate ofRs.5600/- per tonne for Cement and Rs.44000/- per tonne forSteel.3) For every metre of staging less than 12 m, the rate shall bereduced by Rs.0.05 paise per litre per every metre ofdifference in staging.4) For every metre of staging above 12 m , the rate shall beincrease by Rs.0.10 paise per litre per every metre ofadditional in staging.5)The above rates shall be increased / decreased due toincrease / decrease in the cost of Cement byBasic Rate x (Rc-5500)/5500 x 0.069Rc = Rate of Cement (Rs per MT) at the time of preparation ofestimate6)The above rates shall be increased / decreased due toincrease / decrease in the cost of Steel byBasic Rate x (Rs-41500)/41500 x 0.135Rs = Rate of Steel (Rs per MT) (Fe-500/500D/550D from PrimaryProducers)at the time of preparation of estimate.The above formula applicable only for preparation of estimate.The price adjustment shall be adopted on the actual consumption of Steel and Cement.7) Rate inclusive of three coats of food grade epoxy paint toinner surface of the reservoir including roof dome.8) The above rates be adopted for estimate purposes forconstruction of ELSR for a finished work including 2 coats ofweather proof emulsion painting for external surfaces over onecoat of primer of approved make, lettering, all requiredfixtures, pipes, bends, valves etc., for pipe connections butdesigns and drawings.9) The above rates are applicable for wind pressures upto 250kg / sq m. For decrease in wind pressure the rate has to bedecreased by 2.5% per every 50 kg/sqm. If the ELSR / OHSR is tobe designed for seismic forces also, cost shall be arrived byworking out detailed quantities based on the designs.10) For Tribal/Agency area, the above rates shall be increasedby 5%.11)If the ELSR is to be designed for seismic forces a) The aboverates are applied upto Zone-II earth quake. b) for Zone-III earthquake the above rates are to be increased by 15%.12) Fixtures include :a) RCC or Aluminium ladder inside 0.60 m wide.b) spiral staircase on the outside shall be provided up to 200KLELSR. Above 200KL ELSR Capacity, dog legged staircase shall beprovided with staircase flight width of 1.0mts and landing widthof 1.20m. S.S railing to stair case upto 1.2m height.c) Lightning arrestor, including conductor and earthing etc withrelevant IS codes.d) RCC ventilators with copper or stainless Steel fly proof mesh.e) D.I Manholes frame and cover 0.60x0.60 m as per ISspecifications (light duty) - 2 Nos.f) Water level indicator of good quality with ebonite/ copperfloat approved pattern - 1 No.g) The ladder shall be with Aluminium and Verticals with HDPEof 10kg/Sqcm shall be provided for single column OHSRs only.h) The increase in staging shall be at 1.0mt interval.i)The railing provided to the gallery and stair case shall be withstainless Steel of grade 304 for a height of 1.20m.j)The dog legged staircase shall be enclosed with brick/CRS wallon three sides and front side with PVC door of standard make upto 1st brace level from ground level to prevent unauthorizedentry.k) D.I swan neck ventilators shall be provided in top dome andslab-4Nos minimum.l) The above rates are inclusive of all inlet, outlet connections,(CI for 100,90,60 and 40 KL , 20KL and 10 KL) ,valves and bolts & nuts but including labour charges forhoisting, jointing with rubber insertion, nuts and bolts. All valves near inlet, outlet and for scour of ELSRs shall be D.I. valves. Supply and delivery of DI D/F Gate valves ( soft Seated ) valves conforming to IS 3896-oart 2-1985 wedge fully rubber lined with EPDM food grade quality and the valve should be of vacuum tight and 100% leak proof with face to face dimensions. All the valves should be with Electrostatic powder caoting both insisde and outside pockets body passages.Drilled as per IS: 1538Cost of Dismantling Joint (up to 300 mm dia CI and above 300 mm dia MSTransportation chargers (5% of basic cost)Cost of DI Duck foot bendCost of 0.6m DI D/F pipes 3nosCost of DI Semicircular bendJointing materials such as bolts nuts and rubber vouchers - 7 JobsJointing materials such as bolts nuts and rubber washers for valve fixing - 2JobsLabour charges for lowering DI pipes & Bends (5 jobs)Sluice valve lowering and fixing charges. - Including Cost of RCC valve chamber, Cost of Verticals & including contractors profit 13.6150% -20KL OHSR with 12m Staging

water Supply;Construction of OHSRs/ELSRs with a staging of 12 m for Zone-II Seismicand excluding Seigniorage charges.NOTE: -1) For intermediate ranges proportional rates may beadopted. All VRCC minimum of M30 grade design mix.2)The above rates are applicable for Elevated Level ServicesReservoirs / OHSRs with Raft Foundation and a rate ofRs.5600/- per tonne for Cement and Rs.44000/- per tonne forSteel.3) For every metre of staging less than 12 m, the rate shall bereduced by Rs.0.05 paise per litre per every metre ofdifference in staging.4) For every metre of staging above 12 m , the rate shall beincrease by Rs.0.10 paise per litre per every metre ofadditional in staging.5)The above rates shall be increased / decreased due toincrease / decrease in the cost of Cement byBasic Rate x (Rc-5500)/5500 x 0.069Rc = Rate of Cement (Rs per MT) at the time of preparation ofestimate6)The above rates shall be increased / decreased due toincrease / decrease in the cost of Steel byBasic Rate x (Rs-41500)/41500 x 0.135Rs = Rate of Steel (Rs per MT) (Fe-500/500D/550D from PrimaryProducers)at the time of preparation of estimate.The above formula applicable only for preparation of estimate.The price adjustment shall be adopted on the actual consumption of Steel and Cement.7) Rate inclusive of three coats of food grade epoxy paint toinner surface of the reservoir including roof dome.8) The above rates be adopted for estimate purposes forconstruction of ELSR for a finished work including 2 coats ofweather proof emulsion painting for external surfaces over onecoat of primer of approved make, lettering, all requiredfixtures, pipes, bends, valves etc., for pipe connections butdesigns and drawings.9) The above rates are applicable for wind pressures upto 250kg / sq m. For decrease in wind pressure the rate has to bedecreased by 2.5% per every 50 kg/sqm. If the ELSR / OHSR is tobe designed for seismic forces also, cost shall be arrived byworking out detailed quantities based on the designs.10) For Tribal/Agency area, the above rates shall be increasedby 5%.11)If the ELSR is to be designed for seismic forces a) The aboverates are applied upto Zone-II earth quake. b) for Zone-III earthquake the above rates are to be increased by 15%.12) Fixtures include :a) RCC or Aluminium ladder inside 0.60 m wide.b) spiral staircase on the outside shall be provided up to 200KLELSR. Above 200KL ELSR Capacity, dog legged staircase shall beprovided with staircase flight width of 1.0mts and landing widthof 1.20m. S.S railing to stair case upto 1.2m height.c) Lightning arrestor, including conductor and earthing etc withrelevant IS codes.d) RCC ventilators with copper or stainless Steel fly proof mesh.e) D.I Manholes frame and cover 0.60x0.60 m as per ISspecifications (light duty) - 2 Nos.f) Water level indicator of good quality with ebonite/ copperfloat approved pattern - 1 No.g) The ladder shall be with Aluminium and Verticals with HDPEof 10kg/Sqcm shall be provided for single column OHSRs only.h) The increase in staging shall be at 1.0mt interval.i)The railing provided to the gallery and stair case shall be withstainless Steel of grade 304 for a height of 1.20m.j)The dog legged staircase shall be enclosed with brick/CRS wallon three sides and front side with PVC door of standard make upto 1st brace level from ground level to prevent unauthorizedentry.k) D.I swan neck ventilators shall be provided in top dome andslab-4Nos minimum.l) The above rates are inclusive of all inlet, outlet connections,(CI for 100,90,60 and 40 KL , 20KL and 10 KL) ,valves and bolts & nuts but including labour charges forhoisting, jointing with rubber insertion, nuts and bolts. All valves near inlet, outlet and for scour of ELSRs shall be D.I. valves. Supply and delivery of DI D/F Gate valves ( soft Seated ) valves conforming to IS 3896-oart 2-1985 wedge fully rubber lined with EPDM food grade quality and the valve should be of vacuum tight and 100% leak proof with face to face dimensions. All the valves should be with Electrostatic powder caoting both insisde and outside pockets body passages.Drilled as per IS: 1538Cost of Dismantling Joint (up to 300 mm dia CI and above 300 mm dia MSTransportation chargers (5% of basic cost)Cost of DI Duck foot bendCost of 0.6m DI D/F pipes 3nosCost of DI Semicircular bendJointing materials such as bolts nuts and rubber vouchers - 7 JobsJointing materials such as bolts nuts and rubber washers for valve fixing - 2JobsLabour charges for lowering DI pipes & Bends (5 jobs)Sluice valve lowering and fixing charges. - Including Cost of RCC valve chamber, Cost of Verticals & including contractors profit 13.6150% 10KL OHSR with 12m Staging