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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 CrAdmitted-Finance N A | PALWAL | HARYANA | 121004 | ₹5.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.0 Cr+₹5.0 L (1.01%)Admitted-Finance | ₹5.0 Cr+₹5.0 L (1.01%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not qualify |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not qualify |
| Sl No | Description | Qty | Unit | M/s Gautam Construction L2 | M/s Mahalaxmi Construction L1 |
|---|---|---|---|---|---|
| 1.00 | 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil. | 1,543.62 | Cum | 270 ₹4,16,777.4 Lowest | 312.36 ₹4,82,165.14 |
| 2.00 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 380.7 | Cum | 6,850 ₹26,07,795 | 6,812 ₹25,93,328.4 Lowest |
| 3.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I 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.:
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1 1 0 % of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | 191.49 | Cum | 11,405.7 ₹21,84,077.49 | 9,504.75 ₹18,20,064.58 Lowest |
| 4.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I 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.:
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1 1 0 % of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | 106.94 | Cum | 11,832.5 ₹12,65,367.55 | 9,860.4 ₹10,54,471.18 Lowest |
| 5.00 | Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or
more | 46,853.51 | kg | 122.38 ₹57,33,932.55 Lowest | 122.88 ₹57,57,359.31 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundation, Footing | 157.16 | Sqm | 470.58 ₹73,956.35 Lowest | 470.58 ₹73,956.35 Lowest |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc | 1,685.94 | Sqm | 1,011 ₹17,04,485.34 Lowest | 1,011 ₹17,04,485.34 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 1,186.51 | Sqm | 1,112.7 ₹13,20,229.68 Lowest | 1,112.7 ₹13,20,229.68 Lowest |
| 9.00 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.2 Cement Mortar 1 :6 (1 cement: 6 coarse sand) | 11.16 | Cum | 7,554.18 ₹84,304.65 Lowest | 7,554.18 ₹84,304.65 Lowest |
| 10.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1 :6 (1 cement: 6 coarse sand) | 5.66 | Cum | 10,927.1 ₹61,847.39 Lowest | 10,927.14 ₹61,847.61 |
Tender Value
₹5.0 Cr
EMD Value
₹9.9 L
Closing Date
10 Aug 2026, 3:00 pmClosed
Vice Chairman DLDA Office Rudrapur
DLDA Office Rudrapur
FOR BEAUTIFICATION AND RENOVATION WORK AT MAHARANA PRATAP CHOWK, KASHIPUR, UDHAMSINGH NAGAR
2026_UHUDA_97274_1
USN-0188/2026
Open Tender
Civil Works
Item Wise
Kashipur
Please refer Teder Documents
2 documents required · 2 mandatory
₹5,900
Yes
Secretary DLDA Udham Singh Nagar
₹9.9 L
Yes
DLDA Office Rudrapur
7 Sept 2026
7 Jul 2026
14 Aug 2026
7 Jul 2026
10 Aug 2026
20 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil. | 1,543.62 | Cum | 260.3 | ₹4,01,804.29 |
| 2 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 380.7 | Cum | 6,812 | ₹25,93,328.4 |
| 3 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I 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.:
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1 1 0 % of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | 191.49 | Cum | 9,504.75 | ₹18,20,064.58 |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I 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.:
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1 1 0 % of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | 106.94 | Cum | 9,860.4 | ₹10,54,471.18 |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or
more | 46,853.51 | kg | 107.85 | ₹50,53,151.05 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundation, Footing | 157.16 | Sqm | 392.15 | ₹61,630.29 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc | 1,685.94 | Sqm | 842.5 | ₹14,20,404.45 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 1,186.51 | Sqm | 927.25 | ₹11,00,191.4 |
| 9 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.2 Cement Mortar 1 :6 (1 cement: 6 coarse sand) | 11.16 | Cum | 6,295.15 | ₹70,253.87 |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1 :6 (1 cement: 6 coarse sand) | 5.66 | Cum | 9,105.95 | ₹51,539.68 |
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