Haryana Urban Development Authority Tender
If you want to inquire about any e-tender the Haryana government has posted, Bidassist gives a one-stop solution i.e. being a registered bidder you will find every eprocurement Haryana tender on BidAssist.There is no need to enter all the details on the website of etender.up.nic.in as BidAssist helps you find the specific Haryana etender you're looking for. Read further to learn how to search and bid for etender Haryana.
Costs
EMD
₹ 1,69,200Document Cost
₹ 2,000Tender Fee
₹ 1,180
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_HBC_226197_1Bid Award Id
ViewTender No
job 2545Tender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
HSR Item No. 7.21.1 /// Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: 7.21.1/ Cement mortar 1:4 (1 cement: 4 coarse sand)
65
-
4135
... More
HSR Item No. 10.76 /// Providing and laying 60mm thick factory made cement concrete inter1ocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
1350
-
623
... More
HSR Item No. 17.5.3 /// Compacting Original Ground
17.5.3/ Compaction of Earthwork
Compaction of & preparation of sub grade including loosening, leveling 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 (in case of link roads earthwork to be done by villagers)
5070
-
8
... More
HSR Item No. 17.6 /// Construction of Embankment with Material obtained from Borrow pits 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
845
-
206
... More
HSR Item No. 11.8.1 /// 12 mm cement plaster of mix : 11.8.1/ 1 :4 (1 cement: 4 coarse sand)
255
-
92
... More
HSR Item No. 17.14.1 /// Granular Sub-Base with Close Graded Material• (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
17.14.1/ Grading I material
610
-
1319
... More
HSR Item No. 17.24 /// Wet Mix Macadam
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.
518
-
1315
... More
HSR Item No. 17.25 /// Prime Coat @ 0.85kg per sqm
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
3455
-
42
... More
HSR Item No. 17.26.2 /// 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
3455
-
18
... More
HSR Item No. 17.30.2 /// Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 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 MORT&H specifications
173
-
7456
... More
HSR Item No. 17.31.2 /// Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP 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.
104
-
8928
... More
HSR Item No. 4.16.1.2 /// Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, 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:
4.16.1/ All kinds of soil 4.16.1.2/ Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
520
-
69
... More
HSR Item No. 20.63.1 /// Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S 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.
520
-
1060
... More
HSR Item No. 20.68.1 /// 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. within 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. 20.68.1/ Up to 300mm dia.
1560
-
72
... More
HSR Item No.4.14.1 /// 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.
4.14.1/ All kinds of soil.
540
-
93
... More
HSR Item No.4.14.1 + 4.31.1 /// Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
4.31.1 All kinds of soil
266
-
150
... More
HSR Item No. 6.1.6 /// Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:
6.1.6/ 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size)
38
-
2735
... More
HSR Item No. 6.1.1 /// Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:
6.1.1/ 1 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size)
5
-
4451
... More
HSR Item No. 7.21.1 /// Brick work with common burnt clay non-modular bricks of classdesignation 7.5 in foundation and plinth in:
7.21.1 Cement mortar 1:4 (1 cement: 4 coarse sand)
66
-
4135
... More
HSR Item No. 11.5.1 + 11.52 /// 12 mm cement plaster of mix : 11.5.1/ 1 :2 (1 cement: 2 fine sand) + 11.52/ Cement rendering on plaster 1 mm thick
245
-
153
... More
HSR Item No. 6.14.1 /// Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level:
6.14.1/ 1:1.5:3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size)
13
-
4898
... More
HSR Item No. 21.43 /// Extra over the rate laid down in this schedule for cement concrete work more making and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishing the surface accurately to template.
26
-
179
... More
HSR Item No. 6.33.3 /// 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
6.33.3/ Cold twisted bars
1300
-
68
... More
HSR Item No. 21.28 /// Providing & fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS : 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge
82
-
334
... More
HSR Item No. 21.93.2 /// Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge.
21.93.2/ Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening
23
-
1185
... More
HSR Item No. 21.94.3 /// Providing salt glazed stone ware pipes grade 'A' in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 inducing the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge.
350
-
267
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements