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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.7 LAccepted-Finance | ₹22.7 L | L1 | Accepted-Finance L1 as per Comparative Statement |
| 2 | L2₹24.0 LRejected-Finance KHASRA NO 20 MAIN SIWANI LOHORU ROAD NEAR BUS STAND KHARKARI | ₹24.0 L | L2 | Rejected-Finance L2 as per Comparative Statement |
| Sl No | Description | Qty | Unit | THE ABUBSHAR CO OP L AND C SOCIETY LTD L1 | THE SIYA RAM COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LTD. L2 |
|---|---|---|---|---|---|
| 1.00 | Supply carriage and laying of 100 micron
polythene under bed lining | 2,153.69 | Sqm | 13.23 ₹28,493 | 13.23 ₹28,493 |
| 2.00 | NS Item -Supply, carriage and fixing of R.C.C lids Dia 21` as per dia change of UGPL and P.W.D. Specifications completed in all respect. | 40 | Nos. | 100 ₹4,000 | 135.86 ₹5,434 |
| 3.00 | Supply, carriage and fixing of R.C.C panels of
requisite size as per approved design drawing and P.W.D.
Specifications (27` x 27`) thickness in 0.25` of C.C. 1:3:6 with
requested reinforcments as per the discharge of UGPL as per
appoved desgin and P.W.D. Specifications completed in all respect
to the satisfaction to the Engineer in charge | 80 | Nos. | 100 ₹8,000 | 136.3 ₹10,904 |
Tender Value
₹23.5 L
EMD Value
₹47,040
Closing Date
30 Mar 2026, 1:00 pmClosed
VIJAYPAL SINGH RATHEE
MICAD Division Sirsa
Lining of watercourse at outlet RD 15680 L Phaggu Disty.(Extension work).
2026_HBC_509020_1
20258C85680F 3B2C 4E97 89B6 2EC94A2CB459387CAD
Open Tender
Civil Works
365 days
SURTIA
Lining of watercourse at outlet RD 15680 L Phaggu Disty.(Extension work).
4 documents required · 4 mandatory
₹1,000
Yes
₹47,040
Yes
21 Apr 2026
18 Mar 2026
30 Mar 2026
18 Mar 2026
30 Mar 2026
18 Mar 2026
18 Mar 2026 - 20 Mar 2026
Supply carriage and laying of 100 micron polythene under bed lining
NS Item -Supply, carriage and fixing of R.C.C lids Dia 21` as per dia change of UGPL and P.W.D. Specifications completed in all respect.
Supply, carriage and fixing of R.C.C panels of requisite size as per approved design drawing and P.W.D. Specifications (27` x 27`) thickness in 0.25` of C.C. 1:3:6 with requested reinforcments as per the discharge of UGPL as per appoved desgin and P.W.D. Specifications completed in all respect to the satisfaction to the Engineer in charge
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 #
Civil Work
[11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand)
[14.1]Dressing bed and preparation of sub grade for lining by mechanical/ mannual means
[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil
[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
[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. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
[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)
[7.65]Extra for specially moulded brick work in circular work such as wells, shafts, circular sumps, pumps chambers, etc. in which specially moulded or cut-bricks have to be used: but for which no centring or supports are required up to 4.5 metres internal diameter.
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