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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Finance | ₹3.5 L | L1 | Admitted-Finance |
| 2 | L2₹3.6 LAdmitted-Finance | ₹3.6 L | L2 | Admitted-Finance |
| 3 | L3₹3.7 LAdmitted-Finance 06 SHRIJI SHIVASHA ESTATE GOVERDHAN ROAD SATOHA ASGARPUR MATHURA UTTAR PRADESH 281004 | MATHURA | UTTAR PRADESH | 281004 | ₹3.7 L | L3 | Admitted-Finance |
| 4 | L3₹3.7 LAdmitted-Finance | ₹3.7 L | L3 | Admitted-Finance |
| 5 | L4₹3.7 LAdmitted-Finance | ₹3.7 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Vinayak Builders (India) L3 | SSR CONSTRUCTION COMPANY L3 | TRIVENI CONSTRUCTION COMPANY L7 | R K CONSTRUCTIONS & SUPPLIER L10 | S G CONTRACTOR AND SUPPLIER L11 | TRIVENI CONTRACTOR & SUPPLIER L2 | ADAM ENTERPRISES L9 | M/S UMA CONSTRUCTIONS L6 | KUNAL ENTERPRISE L8 | Pragyaan Solutions L5 | M/s Gyan Devi Contractor and Suppliers L1 | JAI MAA LAKSHMI CONSTRUCTION L4 | RADHE CONTRACTOR AND SUPPLIERS L13 | M/S VIJAY KUMAR L12 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete manually including disposal of material withing 50 metres lead ( Ch.17 Page No.50 SI.No.1 DSR Specification No.15.2,15.2.1 PWD SOR 2023-24) | 1 | Cu.M | 1,040 ₹1,040 | 1,040 ₹1,040 | 1,040 ₹1,040 | 1,050 ₹1,050 | 1,050 ₹1,050 | 1,045 ₹1,045 | 1,100 ₹1,100 | 1,050 ₹1,050 | 1,050 ₹1,050 | 1,050 ₹1,050 | 996 ₹996 | 995 ₹995 | 1,049 ₹1,049 | 1,049 ₹1,049 |
| 2.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable matrial within 50 metres lead as per direction of engineer - in - charge.( Ch.17 Page No.50 SI.No.2 DSR Specification No.15.3 PWD SOR 2023-24) | 1 | Cu.M | 1,270 ₹1,270 | 1,270 ₹1,270 | 1,270 ₹1,270 | 1,290 ₹1,290 | 1,350 ₹1,350 | 1,265 ₹1,265 | 1,300 ₹1,300 | 1,275 ₹1,275 | 1,275 ₹1,275 | 1,275 ₹1,275 | 1,247.5 ₹1,247.5 | 1,247 ₹1,247 | 1,274 ₹1,274 | 1,270 ₹1,270 |
| 3.00 | Demolishing Brick work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable matrial within 50 metres lead as per direction of engineer - in - charge.( Ch.17 Page No.50 SI.No.6 DSR Specification No.15.7.4 PWD SOR 2023-24) | 1 | Cu.M | 650 ₹650 | 650 ₹650 | 665 ₹665 | 670 ₹670 | 690 ₹690 | 670 ₹670 | 670 ₹670 | 670 ₹670 | 670 ₹670 | 670 ₹670 | 648.2 ₹648.2 | 645.5 ₹645.5 | 669 ₹669 | 665 ₹665 |
| 4.00 | Dismantlling lnterlocking tiles tiles work in floors/Roads lald in dry sand including stacking with 50 metre lead for thickness
of tile 60mm to 80mm ( Ch.17 Page No.51 SI.No.22 PWD SOR 2023-24) | 1 | Sq.M | 60 ₹60 | 60 ₹60 | 63 ₹63 | 65 ₹65 | 65 ₹65 | 65 ₹65 | 65 ₹65 | 42 ₹42 | 65 ₹65 | 65 ₹65 | 57.5 ₹57.5 | 58 ₹58 | 65 ₹65 | 64 ₹64 |
| 5.00 | E/W in Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.50 mtr and lead up to 30 mtr and including filling watering and ramming of excavated earth in to the trenches or in to the space b/w the building and the side of foundation trenches or in to the and removal and disposal of surplus earth as directed by the engineer incharge up to a distance of 30 mtr from the foundation trenches.(CH. NO. 4, PAGE NO. 17 SI NO. 1, 251, PWD SOR 2023-24) | 1 | Cu.M | 140 ₹140 | 140 ₹140 | 145 ₹145 | 145 ₹145 | 145 ₹145 | 150 ₹150 | 145 ₹145 | 150 ₹150 | 150 ₹150 | 180 ₹180 | 140 ₹140 | 141.5 ₹141.5 | 149 ₹149 | 149 ₹149 |
| 6.00 | E/W in filling or in cutting in ordinary soil with 8 km cartage including supply of all materials, labour and T & P etc. required for propper completion of the work.(RATE ANALYSIS) | 1 | Cu.M | 315 ₹315 | 315 ₹315 | 318 ₹318 | 310 ₹310 | 310 ₹310 | 319.6 ₹319.6 | 310 ₹310 | 319 ₹319 | 319.6 ₹319.6 | 350 ₹350 | 300 ₹300 | 301 ₹301 | 318 ₹318 | 318 ₹318 |
| 7.00 | Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 Kms from the site of work and including watering dressing etc. required for proper completion of work. (CH. NO. 4, PAGE NO. 17 SI NO. 6 PWD SOR 2023-24) | 1 | Cu.M | 1,300 ₹1,300 | 1,300 ₹1,300 | 1,345 ₹1,345 | 1,350 ₹1,350 | 1,350 ₹1,350 | 1,350 ₹1,350 | 1,350 ₹1,350 | 1,350 ₹1,350 | 1,350 ₹1,350 | 1,500 ₹1,500 | 1,295 ₹1,295 | 1,296 ₹1,296 | 1,349 ₹1,349 | 1,349 ₹1,349 |
| 8.00 | Cleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area
cleared. (CH. NO. 4, PAGE NO. 17 SI NO. 7 PWD SOR 2023-24) | 1 | Sq.M | 5 ₹5 | 5 ₹5 | 5.5 ₹5.5 | 6.5 ₹6.5 | 6.5 ₹6.5 | 6 ₹6 | 6.5 ₹6.5 | 1.9 ₹1.9 | 6 ₹6 | 10 ₹10 | 4.1 ₹4.1 | 4.5 ₹4.5 | 6 ₹6 | 5 ₹5 |
| 9.00 | P/L C.C. in 1:5:10 (1 cement: 5 corse sand: 10 graded stone aggregated 40 mm nominal size) and curing complete, including cost of form work. In foundation and floors.
(CH. NO. 5, PAGE NO. 18 SI NO. 1 (4.1) 4.1.10, PWD SOR 2023-24) | 1 | Cu.M | 5,300 ₹5,300 | 5,300 ₹5,300 | 5,320 ₹5,320 | 5,320 ₹5,320 | 5,320 ₹5,320 | 53.2 ₹53.2 | 5,320 ₹5,320 | 4,999 ₹4,999 | 5,325 ₹5,325 | 6,000 ₹6,000 | 4,790 ₹4,790 | 4,789.5 ₹4,789.5 | 5,324 ₹5,324 | 5,324 ₹5,324 |
| 10.00 | Providing and Laying spreading & compacting of granular sub-base (GSB) by providing coarse graded (Gr-1) materials form approved quarry. Spreading ................etc including all complete.as directed by Engineer incharge. (RATE ANALYSIS) | 1 | Cu.M | 2,700 ₹2,700 | 2,700 ₹2,700 | 2,720 ₹2,720 | 2,700 ₹2,700 | 2,700 ₹2,700 | 2,721.8 ₹2,721.8 | 2,700 ₹2,700 | 2,721 ₹2,721 | 2,721.8 ₹2,721.8 | 3,000 ₹3,000 | 2,445 ₹2,445 | 2,446 ₹2,446 | 2,720 ₹2,720 | 2,720 ₹2,720 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
22 Apr 2026, 11:00 amClosed
C.E.
NNMV
AS PER NIT
2026_DOLBU_1132201_4
NNMV/NIRMAN/111-114/RATE
Open Tender
Miscellaneous
365 days
MATHURA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹50,000
9 Jun 2026
2 Apr 2026
23 Apr 2026
2 Apr 2026
22 Apr 2026
2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing cement concrete manually including disposal of material withing 50 metres lead ( Ch.17 Page No.50 SI.No.1 DSR Specification No.15.2,15.2.1 PWD SOR 2023-24) | - | Cu.M | - | - |
| 2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable matrial within 50 metres lead as per direction of engineer - in - charge.( Ch.17 Page No.50 SI.No.2 DSR Specification No.15.3 PWD SOR 2023-24) | - | Cu.M | - | - |
| 3 | Demolishing Brick work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable matrial within 50 metres lead as per direction of engineer - in - charge.( Ch.17 Page No.50 SI.No.6 DSR Specification No.15.7.4 PWD SOR 2023-24) | - | Cu.M | - | - |
| 4 | Dismantlling lnterlocking tiles tiles work in floors/Roads lald in dry sand including stacking with 50 metre lead for thickness
of tile 60mm to 80mm ( Ch.17 Page No.51 SI.No.22 PWD SOR 2023-24) | - | Sq.M | - | - |
| 5 | E/W in Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.50 mtr and lead up to 30 mtr and including filling watering and ramming of excavated earth in to the trenches or in to the space b/w the building and the side of foundation trenches or in to the and removal and disposal of surplus earth as directed by the engineer incharge up to a distance of 30 mtr from the foundation trenches.(CH. NO. 4, PAGE NO. 17 SI NO. 1, 251, PWD SOR 2023-24) | - | Cu.M | - | - |
| 6 | E/W in filling or in cutting in ordinary soil with 8 km cartage including supply of all materials, labour and T & P etc. required for propper completion of the work.(RATE ANALYSIS) | - | Cu.M | - | - |
| 7 | Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 Kms from the site of work and including watering dressing etc. required for proper completion of work. (CH. NO. 4, PAGE NO. 17 SI NO. 6 PWD SOR 2023-24) | - | Cu.M | - | - |
| 8 | Cleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area
cleared. (CH. NO. 4, PAGE NO. 17 SI NO. 7 PWD SOR 2023-24) | - | Sq.M | - | - |
| 9 | P/L C.C. in 1:5:10 (1 cement: 5 corse sand: 10 graded stone aggregated 40 mm nominal size) and curing complete, including cost of form work. In foundation and floors.
(CH. NO. 5, PAGE NO. 18 SI NO. 1 (4.1) 4.1.10, PWD SOR 2023-24) | - | Cu.M | - | - |
| 10 | Providing and Laying spreading & compacting of granular sub-base (GSB) by providing coarse graded (Gr-1) materials form approved quarry. Spreading ................etc including all complete.as directed by Engineer incharge. (RATE ANALYSIS) | - | Cu.M | - | - |
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