Haryana Urban Development Authority Tender
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The HUDA has issued a formal invitation for competitive bids for the Haryana Urban Development Authority project, for A Mtc Of W S And Sewerage Scheme In Mts Kosli Repairing Of Damaged Sewerage Line For House No 239 To 240 Construction Of Balance Road Work In Front Of House No 438 439 In Mts Kosli in Rewari, Haryana, with an estimated contract value of Rs. 3,25,000. The bid opening date for this tender is 02-12-2022 and the last date for bid submission is 17-12-2022. Interested bidders for Haryana Urban Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 6,500Document Cost
₹ 295Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2022_HBC_248290_1Bid Award Id
ViewTender No
69/2022/EE/HSVP/RewariTender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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Documents
A Mtc of W S and sewerage scheme in MTS Kosli Repairing of damaged sewerage line for house no 239 to 240 construction of balance road work in front of house no 438 439 in MTS Kosli
BOQ Items
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7.20
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:
7.20.1 Cement mortar 1:4 (1 cement: 4 coarse sand)
15.9
-
4341
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11.5 + 11.52
12 mm cement plaster of mix :
11.5.1 1 :2 (1 cement: 2 fine sand)
Cement rendering on plaster 1 mm thick
138.72
-
153
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17.6
Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications.
85
-
206
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17.24
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications
12
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1315
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17.31.2
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.
2
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8928
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22.165.3
Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design:
22.165.3 200 mm diameter S.W. pipe
76
-
329
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6.33.6
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level.
6.33.6 Thermo-Mechanically Treated bars of grade Fe-500D kg or more.
484
-
68
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21.40
Cutting glazed stoneware pipes and specials chipping and finishing the cut surface to a uniform finish and roughing the part of the pipes, if any entering the sockets of the adjacent pipes complete, to the satisfaction of the engineer-in-charge of the works.
21.40.4
200 mm internal diametre of pipes
5
-
31
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4.16
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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 4.16.2 All kinds of soil.
76
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69
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21.29
Jointing and fixing salt glazed stoneware pipes and special in trenches using cement sand mortar 1 :1 and best white Italian tarred hemp/yam including finishing and trowel ling of each joint at an angle of 45 degrees with the longitudinal axis of the pipes, watering, keeping the joints covered and wetted till the same are cured, testing the sewer lines.
21.39.4 200 mm internal diametre of sewer
115
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84
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17.25
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications
76
-
42
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17.13
Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications
17
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1225
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21.38
Lowering salt glazed stoneware pipes and specials into trenches for all depths and laying out the same to correct alignment gradient, level etc in trenches including all dressing and trimming of bed and sides of trenches, if required, trimming and cutting of concrete beds and joint holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching hunching and envelopes are completed. The sewer shall rest on the bed at every point throughout its length and to ensure this, it shall be grouted in without extra charge by the contractor with lime surkhi mortar, in the case of lime concrete beds and 1 :3 cement sand mortar in the case of cement concrete beds including cartage from Divisional Store or nearest Railway station to site of work. The internal diameter of sewer being :
21.38.4 200 mm internal diameter of sewer
76
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552
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6.16
Reinforced cement concrete work in beams, suspended floors, cum roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size).
4.84
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6845
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17.26
Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications.
68
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18
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