Haryana Urban Development Authority Tender
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Costs
EMD
₹ 11,46,000Document Cost
₹ 3,000Tender Fee
₹ 1,180
Summary
Providing External Water Supply Scheme From Existing Water Works Sector-19 To Residential Sector-25, Sirsa
Description
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Contact
Tender Id
2025_HBC_422277_1Tender No
2025B7E2FBD4 1A4D 4E66 8B9B E1CAACCA740B260HSVTender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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Providing and laying 50 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORTandH specifications
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Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications
43.5
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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. 500MM DIA K-9
6500
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Providing and fixing Cast Iron Sluice valves / flap valves (Kirloskar Make) Non rising flanged end as per IS 14846 body, dome, wedge- CI IS 210 Gr. FG260 body and wddge rings bronze IS 318 grade LTB2 spandle SS IS 6603, GR 12CR12 GLAND PACKING GREASY JUITE PACKING fastneres CS IS 1367 CL-4.6/4.0 gasket natural rubber flanged drilling IS 1538, table 4and6 complete with bolts, nuts, rubber insertions etc.
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Providing and fixing C.I. Kinetic air valves conforming to and marked with IS: 14845 including carriage, loading, unloading stacking, handling, re-handling etc., drilling, tapping, screwing in valves connections complete in all respects to the satisfaction of Engineer-in-Charge (KIRLOSKAR MAKE) PN 1.6
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Providing and fixing Cast Iron Sluice valves / flap valves (Kirloskar Make) Non rising flanged end as per IS 14846 body, dome, wedge- CI IS 210 Gr. FG260 body and wddge rings bronze IS 318 grade LTB2 spandle SS IS 6603, GR 12CR12 GLAND PACKING GREASY JUITE PACKING fastneres CS IS 1367 CL-4.6/4.0 gasket natural rubber flanged drilling IS 1538, table 4and6 complete with bolts, nuts, rubber insertions etc. (500MM)
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[5.4.2]Dismantling Stone Spalls or Brickbats Filling 2. Grouted with natural silt and clay
362.5
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[17.4]Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 metres, as per technical clause 202 of MORT&H specifications
1450
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[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications
1450
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[22.176.1]Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5
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[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
4700
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[4.16.1.3]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia.
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