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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | ₹7.1 L Quoted ₹7.3 L | L1 | Accepted-AOC ok |
| Sl No | Description | Qty | Unit | JVR Construction Company L1 |
|---|---|---|---|---|
| 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 | 90 | sqft | 304 ₹27,360 |
Tender Value
₹6.8 L
EMD Value
₹13,530
Closing Date
27 Jan 2026, 10:00 amClosed
Vishal Garg
Muncipal Corporation Sonipat
Construction of Shiv Mandir Chowk after dismantling of old water tank at kot mohalla in ward no 2 under M C Sonipat
2026_HRY_497560_1
2026049CCEDE 6F53 42F4 A747 5EDC48F87318292ULB
Open Tender
Civil Works
120 days
Sonepat
2 documents required · 2 mandatory
₹1,000
₹13,530
Yes
18 Feb 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
17 Jan 2026 - 19 Jan 2026
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
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 #
[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]
[14.1]Dressing bed and preparation of sub grade for lining by mechanical/ mannual means [Through Rate]
[20.20.2.2]Labour for laying, jointing, fixing and testing G.I./P.V.C./W.I. pipelines and special tees, bends, sockets, elbow etc. inside building and testing etc. complete including cutting threading 2.2. Including cost of specials 20 mm internal diametre of pipeline [Through Rate]
[22.85.3]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 3. 25 mm nominal outer dia Pipes [Through Rate]
[3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [Rate]
[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km]
[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [Beyond 5km up to 10km per KM]
[5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) [Through Rate]
[5.25]Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. [Through Rate]
[5.27]Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. [Through Rate]
[5.33]Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. [Through Rate]
[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]
[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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.1.7]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: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) [Through Rate]
[7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
[9.57.3]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter [Through Rate]
[9.58.1.3]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1.3. Coupler 150 mm [Through Rate]
Credit (Recovery) of Bricks
credit of steel work
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