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| 1 | Works |
| 2 | HSR Item 17.3- Dismantling of flexible pavement by Mechanical Means Bituminous course |
| 3 | HSR Item 17.69.2- Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. |
| 4 | HSR Item 17.70- Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. |
| 5 | HSR Item 17.71 - Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 |
| 6 | HSR Item 20.63.10- Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.Note: E/W to be measured and paid separately.` 10. 600 mm i/d |
| 7 | HSR Item 20.63.6- Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.Note: E/W to be measured and paid separately.` 6. 350 mm i/d |
| 8 | HSR Item 20.68.2- Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 2. Above 300mm dia and up to 600mm dia |
| 9 | HSR Item 20.68.3- Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 3. Above 600mm dia and up to 1000mm dia |
| 10 | HSR Item 20.76.6- Design, Supply and erection of transformer of standard make Required 25 KVA 11/0.433 KVA rating outdoor type 11 KVA V.C.B, panel, G.O. switch, H. Pole , H.T metering panel, APFC panel, battery charges, 11 KVA substation, entire cable network from G.O. switch to H.T metering equipment and from H.T metering to Transformer. From transformer to main to L.T, panel earthling, safety equipment, fenced enclosure for transformer, and any other contingent thereto complete in all respect as per approved make and directions of Engineer-in-charge as per respective capacity. 6. 150 KVA |
| 11 | HSR Item 21.95.1- Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described initem No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 1. 350 mm |
| 12 | HSR Item 21.95.10- Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described initem No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 10. 1200 mm |
| 13 | HSR Item 21.95.11- Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described initem No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 11. 1400 mm |
| 14 | HSR Item 21.95.2- Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described initem No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 2. 400 mm |
| 15 | HSR Item21.95.3- Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described initem No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 3. 450 mm |
| 16 | HSR Item 21.95.4- Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described initem No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 4. 500 mm |
| 17 | HSR Item 21.95.5- Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described initem No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 5. 600 mm |
| 18 | HSR Item 21.95.6- Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described initem No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 6. 700 mm |
| 19 | HSR Item 21.95.7- Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described initem No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 7. 800 mm |
| 20 | HSR Item 21.95.8- Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described initem No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 8. 900 mm |
| 21 | HSR Item 21.95.9- Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described initem No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 9. 1000 mm |
| 22 | HSR Item 21.97.15-Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-100 grade and PN-6 for sewer. application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer.Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment.` 15. 1000 mm Outside Dia |
| 23 | HSR Item 22.207.1-Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5 |
| 24 | HSR Item 22.218.2 - Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 2. 300 mm Internal Diameter |
| 25 | HSR Item 22.219.2- Lowering, Laying and jointing of class SN 8 structured wall (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting etc. as per direction of Engineer-in-charge. 2. 300 mm Internal Diameter |
| 26 | HSR Item 24.2.2.3- LT CABLE 2.3. Laying of underground cable 0.75 metre below ground level covered with sand and bricks including excavation and refilling of trenches.:- 50 Sq mm to 150 sqmm 2 to 4 Core |
| 27 | HSR Item 4.32-Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 28 | HSR Item 5.23.1-Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) |
| 29 | HSR Item 5.23.2- Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) |
| 30 | NS Item- EARTH FILLING CHARGES WITH LOADING UNLOADING AS PER NSREFERENCE 3.1.2 AS PER HSR CODE AND BASIC RATE CODE HO001 |
| 31 | NS Item-Excavation Depth upto 1.5 meter |
| 32 | NS Item-Excavation work Depth from 1.5 meter to 3 meter |
| 33 | NS Item- Excavation work Depth from 3 meter to 4.5 meter |
| 34 | NS Item- Excavation work Depth from 4.5 meter to 6 meter |
| 35 | NS Item- Timbering in trenches Depth exceeding 1.5 meter |
| 36 | NS Item- Timbering in trenches Depth exceeding 1.5 meter but not exceeding 3.0 meter |
| 37 | NS Item- Timbering in trenches Depth exceeding 3.0 meter but not exceeding 4.5 meter |
| 38 | NS Item- Timbering in trenches Depth exceeding 4.5 meter but not exceeding 6.0 meter |
| 39 | NS Item- Providing and laying of CC for bedding and Haunching |
| 40 | NS Item-Sand filling in foundation |
| 41 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1200 mmfor Pipe Size 350-600 mm dia depth from 1.20 meter to 1.49 meter. |
| 42 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1200 mm for Pipe Size 350-600 mm dia depth from 1.50 meter to 1.79 meter. |
| 43 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1200 mm for Pipe Size 350-600 mm dia depth from 1.80 meter to 2.09 meter. |
| 44 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1200 mm for Pipe Size 350-600 mm dia depth from 2.10 meter to 2.39 meter. |
| 45 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1200 mm for Pipe Size 350-600 mm dia depth from 2.40 meter to 2.69 meter. |
| 46 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1500 mm internal dia for pipe size 700-900 mm dia depth from 1.50 meter to 1.79 meter |
| 47 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1500 mm internal dia for pipe size 700-900 mm dia depth from 1.80 meter to 2.09 meter |
| 48 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1500 mm internal dia for pipe size 700-900 mm dia depth from 2.10 meter to 2.39 meter |
| 49 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1500 mm internal dia for pipe size 700-900 mm dia depth from 2.40 meter to 2.69 meter |
| 50 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1500 mm internal dia for pipe size 700-900 mm dia depth from 2.70 meter to 2.99 meter |
| 51 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1500 mm internal dia for pipe size 700-900 mm dia depth from 3.30 meter to 3.59 meter |
| 52 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1500 mm internal dia for pipe size 700-900 mm dia depth from 3.60 meter to 3.89 meter |
| 53 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1500 mm internal dia for pipe size 700-900 mm dia depth from 3.90 meter to 4.19 meter |
| 54 | NS Item-Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1800 mm internal dia for pipe size 1000-1200 mm dia depth from 2.10 meter to 2.39 meter |
| 55 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1800 mm internal dia for pipe size 1000-1200 mm dia depth from 3.60 meter to 3.89 meter |
| 56 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1800 mm internal dia for pipe size 1000-1200 mm dia depth from 3.90 meter to 4.19 meter |
| 57 | NS Item-Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1800 mm internal dia for pipe size 1000-1200 mm dia depth from 4.20 meter to 4.49 meter |
| 58 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 2100 mm internal dia for pipe size 1000-1200 mm dia depth from 4.50 meter to 4.79 meter |
| 59 | NS Item- Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 2100 mm internal dia for pipe size 1300-1500 mm dia depth from 4.50 meter to 4.79 meter |
| 60 | NS Item-Providing, fixing, testing and commissioning of new LT Panel as per IEC 60439/ IS 8623 to operate drainage pumps and alied loads fed by 360 KVA DG Set. |
| 61 | NS Item- Supply of Aluminium conductor cable, 1.1 KV, SLPE/PVC insulated PVC sheathed armoured and served cable 150 sqmm 3.5 core as per IS 7098 (Part I) 1988 from LT panel to submersible pumps |
| 62 | NS Item- Providing, jointing, laying, testing and commissioning of HDPE PE-100/PN-6 |
| 63 | NS Item- Providing lowering cutting jointing and testing RCC pie class NP 3 as per 1100mm dia |
| 64 | NS Item-Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1500 mm internal dia depth from 3.30 meter to 3.59 meter. |
| 65 | NS Item-Submersible pump |
| 66 | NS Item- Repair/Replacement of damaged water connection |
| 67 | NS Item-Repair/Replacement of damaged sewer connection |
| 68 | NS Item- Providing lowering cutting jointing and testing pipe line mannualy operated DI D/F Sluice valves as DSR 4.13.10 |
| 69 | NS Item- Providing lowering cutting jointing and testing pipe line mannualy operated DI D/F Sluice valves as DSR 4.17.10 |
| 70 | NS Item-Providing lowering cutting jointing and testing pipe line mannualy operated DI D/F Sluice valves as DSR 51.95.8 |
| 71 | NS Item-DG Set Platform |
| 72 | NS Item-Providing, fixing, testing and commissioning of not less than 125 kva, Silent DG set with canopy CPCBIVplusComplaint. To be amounted in open DG Shed of required height to ensure free flow of suction air and exhaust. the Gen set shall produce 50HZ, 0.8 P.F., 415 VAC,TPM, 75 DBA @ 1M, Governer Clause as per ISO 8528 with Ingel fuel tank of 230 I or more. The DG set shall be fitted with class H alternator, direct coupled to engine without flexible couple. Controller shall display face voltage and current, frequency, KVA, KW, lube oil pressure, engine temperature, RPM, Run over, fuel level, auto manual stop, battery charge and shall have amf (auto mains failure) |
