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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.0 LAccepted-AOC | ₹27.0 L | L1 | Accepted-AOC FIRST LOWEST |
| 2 | L2₹27.3 L+₹30,803.10 (1.14%)Rejected-Finance | ₹27.3 L+₹30,803.10 (1.14%) | L2 | Rejected-Finance SECOND LOWEST |
| 3 | L3₹29.5 L+₹2.5 L (9.16%)Rejected-Finance | ₹29.5 L+₹2.5 L (9.16%) | L3 | Rejected-Finance THIRD LOWEST |
| 4 | L4₹29.8 L+₹2.8 L (10.4%)Rejected-Finance A 51 SHALIMAR GARDEN EX 2 SAHIBABAD DISTRICT GHAZIABAD UTTAR PRADESH | SAHIBABAD | GHAZIABAD | UTTAR PRADESH | ₹29.8 L+₹2.8 L (10.4%) | L4 | Rejected-Finance FOURTH LOWEST |
| 5 | L5₹30.0 L+₹3.0 L (11.1%)Rejected-Finance | ₹30.0 L+₹3.0 L (11.1%) | L5 | Rejected-Finance FIFTH LOWEST |
| Sl No | Description | Qty | Unit | M/s Virendra Singh Contractor L1 | ARTIST BRO L4 | M/S PUSHPENDER KUMAR SHARMA L8 | RAMA YADAV L2 | PRAGATI ASSOCIATES L6 | KISAAN EICHER TRACTORS L3 | M/S RINKU CONTRACTOR L5 | YASHIKA ENTERPRISES L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | E/W in embankment in ordinary soil for restoration of damaged banks, excavation to be in the form of regular pits and earth work in embankment to be in 20 cm layers including ramming, compaction and dressing the surface to the required levels and slopes and also including 1.50m lift, and 200m lead. complete all as specified and directed by Engineer-in-Charge. | 1,554 | Cum | 75 ₹1,16,550 | 40 ₹62,160 Lowest | 70 ₹1,08,780 | 111.6 ₹1,73,426.4 | 70 ₹1,08,780 | 80 ₹1,24,320 | 100 ₹1,55,400 | 133.3 ₹2,07,148.2 |
| 2.00 | E/W in embankment in ordinary soil for making Dowla as per drawing excavation to be in the form of regular pits and earth work in embankment to be in 20 cm layers including ramming, compaction and dressing the surface to the required levels and slopes and also including 1.50m lift and 200m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank with in 30m distance complete, all as specified and as directed by Engineer-in-charge | 300 | Cum | 75 ₹22,500 | 50 ₹15,000 Lowest | 70 ₹21,000 | 111.6 ₹33,480 | 60 ₹18,000 | 100 ₹30,000 | 155 ₹46,500 | 133.3 ₹39,990 |
| 3.00 | Brick on edge soling (3.75m wide) with straight overburnt bricks of class-275 including filling joints with local sand complete all as specified and as directed by Engineer-in-charge. | 1,875 | Sqm | 400 ₹7,50,000 | 370 ₹6,93,750 | 460 ₹8,62,500 | 331.27 ₹6,21,135 Lowest | 445 ₹8,34,375 | 400 ₹7,50,000 | 400 ₹7,50,000 | 395.6 ₹7,41,750 |
| 4.00 | E/W in embankment in ordinary soil Tail Gul excavation to be in the form of regular pits and earth work in embankment to be in 20 cm layers including ramming, compadtion and dressing the surface to the required levels and slops and also including 1.50 m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank with in 30m distance complete. all as specified and as directed by Engineer-in-charge. | 978 | Cum | 35 ₹34,230 | 30 ₹29,340 Lowest | 30 ₹29,340 Lowest | 45.36 ₹44,362.08 | 40 ₹39,120 | 75 ₹73,350 | 63 ₹61,614 | 51 ₹49,878 |
| 5.00 | Earth Work in Excavation of Foundation in dry ordinary sol including lift upto 1.5 M and Lead upto 30 M and including filling, watering and ramming excavated earth into the trenched or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus earth complete all as specified and as directed by engineer in charge. | 288 | Cum | 50 ₹14,400 | 30 ₹8,640 Lowest | 50 ₹14,400 | 72 ₹20,736 | 49 ₹14,112 | 75 ₹21,600 | 100 ₹28,800 | 85 ₹24,480 |
| 6.00 | Centering & Shuttering steel of CC work including all Cost of Maternal, Labour & T&P etc.complete all as specified and as directed by engineer in charge | 160 | Sqm | 10 ₹1,600 Lowest | 100 ₹16,000 | 200 ₹32,000 | 207 ₹33,120 | 150 ₹24,000 | 500 ₹80,000 | 287.5 ₹46,000 | 255 ₹40,800 |
| 7.00 | Laying C.C (M-10) with cement, coarse sand & stone grit with all cost of labour, material and T & P etc complete all as specified and as directed by engineer in change. | 48 | Cum | 3,800 ₹1,82,400 Lowest | 4,500 ₹2,16,000 | 5,000 ₹2,40,000 | 4,413.67 ₹2,11,856.26 | 5,450 ₹2,61,600 | 5,000 ₹2,40,000 | 4,200 ₹2,01,600 | 5,100 ₹2,44,800 |
| 8.00 | Ist class brick (M-100) wofk in 1:4 cement and coarse sand mortar with all cost of material, labour and T&P etc. complete all as specified and as directed by engineer in charge. | 232 | Cum | 3,800 ₹8,81,600 | 4,900 ₹11,36,800 | 5,300 ₹12,29,600 | 3,995.64 ₹9,26,988.48 | 5,250 ₹12,18,000 | 5,000 ₹11,60,000 | 3,400 ₹7,88,800 Lowest | 4,675 ₹10,84,600 |
| 9.00 | Cement pointing (struk deep) in 1:3 C.M (1 Cement: 2 coarse sand) on Brick Masonary etc. including all cost of all materials, labour T&P etc. complete all as specifieft and as directed by engineer in charge | 368 | Sqm | 100 ₹36,800 Lowest | 130 ₹47,840 | 140 ₹51,520 | 108 ₹39,744 | 108 ₹39,744 | 120 ₹44,160 | 150 ₹55,200 | 127.5 ₹46,920 |
| 10.00 | Ist class brick (M-100) Dry flat Brick pitching in sand including preparation of base and filling joint and 100 mm thick sand filter with local sand and required proper competion of work.complete all as specified and as directed by engineer in charge | 944 | Cum | 700 ₹6,60,800 | 800 ₹7,55,200 | 900 ₹8,49,600 | 664.02 ₹6,26,834.88 | 672 ₹6,34,368 | 450 ₹4,24,800 Lowest | 918 ₹8,66,592 | 850 ₹8,02,400 |
Tender Value
₹38 L
EMD Value
₹76,000
Closing Date
10 Jun 2026, 3:00 pmClosed
SE IWC MATHURA
SE IWC CIVIL LINE MATHURA
Khandja, Brick Pitching and Other Works from km. 0.000 to 0.500 of Khandera Minor.
2026_UPIDC_1156508_4
01/SE/2026-27
Open Tender
Civil Works
Item Wise
180 days
KHURJA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,324
₹76,000
SE IWC MATHURA
13 Aug 2026
5 Jun 2026
10 Jun 2026
5 Jun 2026
10 Jun 2026
5 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | E/W in embankment in ordinary soil for restoration of damaged banks, excavation to be in the form of regular pits and earth work in embankment to be in 20 cm layers including ramming, compaction and dressing the surface to the required levels and slopes and also including 1.50m lift, and 200m lead. complete all as specified and directed by Engineer-in-Charge. | 1,554 | Cum | - | - |
| 2 | E/W in embankment in ordinary soil for making Dowla as per drawing excavation to be in the form of regular pits and earth work in embankment to be in 20 cm layers including ramming, compaction and dressing the surface to the required levels and slopes and also including 1.50m lift and 200m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank with in 30m distance complete, all as specified and as directed by Engineer-in-charge | 300 | Cum | - | - |
| 3 | Brick on edge soling (3.75m wide) with straight overburnt bricks of class-275 including filling joints with local sand complete all as specified and as directed by Engineer-in-charge. | 1,875 | Sqm | - | - |
| 4 | E/W in embankment in ordinary soil Tail Gul excavation to be in the form of regular pits and earth work in embankment to be in 20 cm layers including ramming, compadtion and dressing the surface to the required levels and slops and also including 1.50 m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank with in 30m distance complete. all as specified and as directed by Engineer-in-charge. | 978 | Cum | - | - |
| 5 | Earth Work in Excavation of Foundation in dry ordinary sol including lift upto 1.5 M and Lead upto 30 M and including filling, watering and ramming excavated earth into the trenched or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus earth complete all as specified and as directed by engineer in charge. | 288 | Cum | - | - |
| 6 | Centering & Shuttering steel of CC work including all Cost of Maternal, Labour & T&P etc.complete all as specified and as directed by engineer in charge | 160 | Sqm | - | - |
| 7 | Laying C.C (M-10) with cement, coarse sand & stone grit with all cost of labour, material and T & P etc complete all as specified and as directed by engineer in change. | 48 | Cum | - | - |
| 8 | Ist class brick (M-100) wofk in 1:4 cement and coarse sand mortar with all cost of material, labour and T&P etc. complete all as specified and as directed by engineer in charge. | 232 | Cum | - | - |
| 9 | Cement pointing (struk deep) in 1:3 C.M (1 Cement: 2 coarse sand) on Brick Masonary etc. including all cost of all materials, labour T&P etc. complete all as specifieft and as directed by engineer in charge | 368 | Sqm | - | - |
| 10 | Ist class brick (M-100) Dry flat Brick pitching in sand including preparation of base and filling joint and 100 mm thick sand filter with local sand and required proper competion of work.complete all as specified and as directed by engineer in charge | 944 | Cum | - | - |
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