Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 CrAccepted-AOC | ₹5.0 Cr | L1 | Accepted-AOC FIRST LOWEST |
| 2 | L2₹5.1 Cr+₹8.2 L (1.64%)Rejected-Finance | ₹5.1 Cr+₹8.2 L (1.64%) | L2 | Rejected-Finance SECOND LOWEST |
| 3 | L3₹5.3 Cr+₹25.1 L (5.02%)Rejected-Finance A 51 SHALIMAR GARDEN EX 2 SAHIBABAD DISTRICT GHAZIABAD UTTAR PRADESH | SAHIBABAD | GHAZIABAD | UTTAR PRADESH | ₹5.3 Cr+₹25.1 L (5.02%) | L3 | Rejected-Finance THIRD LOWEST |
| 4 | L4₹5.5 Cr+₹49.5 L (9.89%)Rejected-Finance KRISHNA COMPLEX JAIN COLLEGE ROAD SAHARANPUR UTTAR PRADESH PIN CODE 247001 | SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹5.5 Cr+₹49.5 L (9.89%) | L4 | Rejected-Finance FOURTH LOWEST |
| 5 | L5₹6.2 Cr+₹1.2 Cr (23.1%)Rejected-Finance GIJROLI DY LIKELY RELATED TO THE WORK LOCATION MENTIONED SPECIFIC ADDRESS NOT PROVIDED FOR THE CONTRACTOR | DAMAN | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396210 | ₹6.2 Cr+₹1.2 Cr (23.1%) | L5 | Rejected-Finance FIFTH LOWEST |
| Sl No | Description | Qty | Unit | ARTIST BRO L3 | M/S JAMEEL CONTRACTOR L2 | MEGHENDRA PAL SINGH CONTRECTOR L5 | Durga Engineers and Earth Movers L4 | M/S SHIRDI INFRATECH PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in foundation in dry ordinary soil (loam clay or sand) including lift up to 1.5 meter and lead up to 30 meter and including back filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by the Engineer-in-charge up to a distance of 30M from the foundation trenches:(Building) | 4,041.85 | Cum | 90 ₹3,63,766.72 | 28 ₹1,13,171.87 Lowest | 97 ₹3,92,059.68 | 70 ₹2,82,929.67 | 80 ₹3,23,348.19 |
| 2.00 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 4,515.1 | cum. | 90 ₹4,06,359.18 Lowest | 462 ₹20,85,977.12 | 500 ₹22,57,551 | 200 ₹9,03,020.4 | 408 ₹18,42,161.62 |
| 3.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete | 69.14 | cum. | 800 ₹55,309.71 Lowest | 1,423 ₹98,382.15 | 1,515 ₹1,04,742.77 | 1,200 ₹82,964.57 | 1,240 ₹85,730.05 |
| 4.00 | Providing and laying in position cement concrete of 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level | 247.51 | cum. | 4,700 ₹11,63,300.45 | 4,825 ₹11,94,239.3 | 5,122 ₹12,67,749.98 | 4,400 ₹10,89,047.23 | 4,205 ₹10,40,782.64 Lowest |
| 5.00 | Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)excluding the cost of centering and shuttering - All work up to plinth level | 149.75 | cum. | 5,100 ₹7,63,749.28 | 4,900 ₹7,33,798.32 | 5,600 ₹8,38,626.66 | 5,200 ₹7,78,724.75 | 4,610 ₹6,90,369.44 Lowest |
| 6.00 | Providing and laying in position ready mixed or site batched design mix Cement Concrete of M25 grade with minimum cement Content of 330 kg /cum for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works upto plinth level | 507.4 | cum. | 5,500 ₹27,90,703.37 | 5,100 ₹25,87,743.12 Lowest | 6,780 ₹34,40,176.15 | 6,400 ₹32,47,363.92 | 5,560 ₹28,21,147.41 |
| 7.00 | Providing and laying in position ready mixed or site batched design mix Cement Concrete of M25 grade with minimum cement content of 330 kg /cum for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works above plinth level upto floor V level | 621.16 | cum. | 5,800 ₹36,02,727.36 | 5,468 ₹33,96,502.28 Lowest | 7,000 ₹43,48,119.23 | 6,900 ₹42,86,003.24 | 5,760 ₹35,77,880.97 |
| 8.00 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | 338.57 | quintal | 550 ₹1,86,212.48 | 468 ₹1,58,449.89 | 520 ₹1,76,055.44 | 480 ₹1,62,512.71 | 425 ₹1,43,891.46 Lowest |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 751.06 | sqm. | 300 ₹2,25,318.23 | 255 ₹1,91,520.49 | 270 ₹2,02,786.4 | 250 ₹1,87,765.19 | 235 ₹1,76,499.28 Lowest |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 1,960.1 | sqm. | 490 ₹9,60,448.02 Lowest | 525 ₹10,29,051.45 | 685 ₹13,42,667.13 | 500 ₹9,80,049 | 555 ₹10,87,854.39 |
Tender Value
₹6.3 Cr
EMD Value
₹12.6 L
Closing Date
6 Mar 2026, 3:00 pmClosed
SE IWC MATHURA
SE IWC CIVIL LINE MATHURA
Reconstruction work of 12 Type-3 and 5 Type-4 residential quarters for Irrigation Division, Hathras.
2026_UPIDC_1104396_5
11/SE/2025-26
Open Tender
Civil Works
Item Wise
365 days
HATHRAS
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,944
₹12.6 L
2 Apr 2026
28 Feb 2026
6 Mar 2026
28 Feb 2026
6 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in foundation in dry ordinary soil (loam clay or sand) including lift up to 1.5 meter and lead up to 30 meter and including back filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by the Engineer-in-charge up to a distance of 30M from the foundation trenches:(Building) | 4,041.85 | Cum | - | - |
| 2 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 4,515.1 | cum. | - | - |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete | 69.14 | cum. | - | - |
| 4 | Providing and laying in position cement concrete of 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level | 247.51 | cum. | - | - |
| 5 | Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)excluding the cost of centering and shuttering - All work up to plinth level | 149.75 | cum. | - | - |
| 6 | Providing and laying in position ready mixed or site batched design mix Cement Concrete of M25 grade with minimum cement Content of 330 kg /cum for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works upto plinth level | 507.4 | cum. | - | - |
| 7 | Providing and laying in position ready mixed or site batched design mix Cement Concrete of M25 grade with minimum cement content of 330 kg /cum for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works above plinth level upto floor V level | 621.16 | cum. | - | - |
| 8 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | 338.57 | quintal | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 751.06 | sqm. | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 1,960.1 | sqm. | - | - |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 4.06 MB
all.pdf
Tender Documents • 6.27 MB
SU.pdf
Additional Documents • 0.33 MB
BOQ_2085972.xls
BOQ • 0.38 MB
su10.pdf
PDF • 0.05 MB
shu0102.pdf
PDF • 0.05 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .