Directorate Of Urban Local Bodies Tender
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The DULB has issued a formal invitation for competitive bids for the Directorate Of Urban Local Bodies project, for Const Of Drain/nala In Street Of Kila Shika Gopi Vihar Abd Gurunanak Pura In Ward No 16 Mc Shahabad in Kurukshetra, Haryana, with an estimated contract value of Rs. 20,95,438. The bid opening date for this tender is 06-06-2025 and the last date for bid submission is 12-06-2025. Interested bidders for Directorate Of Urban Local Bodies tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Directorate Of Urban Local Bodies - DULB Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date6 Jun 2025
Closing Date12 Jun 2025
Tender Amount₹ 20,95,438
Costs
EMD
₹ 41,900Document Cost
₹ 1,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2025_HRY_450853_1Tender No
20251A1C3BFD A1CA 4058 B7FD 4C58A40DF781303ULBTender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://https://ulbharyana.gov.in/
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Documents
BOQ Items
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[3.1.3]By Mechanical Transport including loading, unloading and stacking 3. Manure or sludge [Beyond 5km up to 10km per KM]
1920
9
-
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[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. 1. All kinds of soil. [Through Rate]
420
83
-
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[4.15.1]Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. 1. Ordinary rock [Through Rate]
150
113
-
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[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) [Through Rate]
18.75
1149
-
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[5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar [Through Rate]
13.8
585
-
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[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
37.5
3476
-
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[6.16]Reinforced cement concrete work in beams, suspended floors, 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-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate]
89.75
6113
-
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[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate]
525
208
-
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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 Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate]
7480
66
-
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[6.34.6]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 above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate]
3135
68
-
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[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
18.4
4128
-
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[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
57.5
3968
-
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[7.27.2]Half brick masonry with common burnt clay non-modular bricks of class designation 10.5 in foundations and plinth in : 2. cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
60
458
-
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