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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC | ₹7.7 L | L1 | Accepted-AOC ok |
| 2 | L2₹8.0 LRejected-Finance | ₹8.0 L | L2 | Rejected-Finance HIGHER |
| Sl No | Description | Qty | Unit | Amarpreet Contractor L1 | The Nirmala cooperative labour and construction society limited L2 |
|---|---|---|---|---|---|
| 1.00 | P and F Precast slab of mix 1:1.5:3 and having Size 1.5X 0.45X 0.1 mtr with 2.33mm thick MS flat all around Complete in all respect | 300 | sqft | 200 ₹60,000 | 230 ₹69,000 |
| 2.00 | Supply of ready mix bags (Shelmac PR) of 50kg for premix carpet NS.. | 60 | NO. | 800 ₹48,000 | 1,200 ₹72,000 |
Tender Value
₹8.8 L
EMD Value
₹17,660
Closing Date
30 Dec 2025, 10:00 amClosed
Vishal Garg
Muncipal Corporation Sonipat
1152 - Repair and Maintenance work including filling of potholes, repair of drains and other misc. work in ward no 3 under MC sonipat
2025_HRY_492410_1
2025E83DC0E1 9E2A 4573 A745 B64E7CB572FC292ULB
Open Tender
Civil Works
180 days
Sonepat
2 documents required · 2 mandatory
₹1,000
₹17,660
Yes
12 Feb 2026
23 Dec 2025
30 Dec 2025
23 Dec 2025
30 Dec 2025
23 Dec 2025
23 Dec 2025 - 25 Dec 2025
P and F Precast slab of mix 1:1.5:3 and having Size 1.5X 0.45X 0.1 mtr with 2.33mm thick MS flat all around Complete in all respect
Supply of ready mix bags (Shelmac PR) of 50kg for premix carpet NS..
Percentage BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
[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]
[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. [Through Rate]
[22.222.1.1]Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 1.1. Single Socket Type A 160mm o/d SWR UPVC pipe lines laid complete [Through Rate]
[11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate]
[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 [Through Rate]
[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]
[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]
[17.13]Granular Sub-Base (Mix in place) 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 [Through Rate]
[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 [Through Rate]
[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 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. 3. Cold twisted bars [Through Rate]
[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. [Through Rate]
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