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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.7 LAccepted-Finance SUBHASHNAGAR ROORKEE DISTRICT HARIDWAR | ₹57.7 L | L1 | Accepted-Finance accepted being to be 1st lowest |
| 2 | L2₹68.7 L+₹11.1 L (19.2%)Rejected-Finance | ₹68.7 L+₹11.1 L (19.2%) | L2 | Rejected-Finance rejected being to be 2nd lowest |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-not qualified |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-not qualified |
| Sl No | Description | Qty | Unit | RAJA ENTERPRISES L1 | CHAWLA CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the Nexcavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 117.74 | CUM | 10 ₹1,177.4 Lowest | 222 ₹26,138.28 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 82.74 | CUM | 10 ₹827.4 Lowest | 167 ₹13,817.58 |
| 3.00 | Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. | 15.92 | CUM | 10 ₹159.2 Lowest | 1,815 ₹28,894.8 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 28.33 | CUM | 5,681.47 ₹1,60,956.05 Lowest | 5,812 ₹1,64,653.96 |
| 5.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | 26.39 | SQM | 342.66 ₹9,042.8 Lowest | 350 ₹9,236.5 |
| 6.00 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed by dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth | 17.61 | SQM | 624.95 ₹11,005.37 Lowest | 639 ₹11,252.79 |
| 7.00 | 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 / 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.: Concrete of M25 grade with minimum cement content of 330 kg/cum. All works upto plinth level | 30.57 | CUM | 7,927.32 ₹2,42,338.17 Lowest | 8,250 ₹2,52,202.5 |
| 8.00 | 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 / 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.: Concrete of M25 grade with minimum cement content of 330 kg/cum. All works above plinth level upto floor V level | 103.63 | CUM | 8,223.94 ₹8,52,246.9 Lowest | 8,650 ₹8,96,399.5 |
| 9.00 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.c.c work Using Thermo-mechanically treated bars | 14,575.61 | KG | 58 ₹8,45,385.38 Lowest | 93 ₹13,55,531.73 |
| 10.00 | Centering and shuttering including strutting,ropping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete. | 34.5 | SQM | 192 ₹6,624 Lowest | 340 ₹11,730 |
Tender Value
₹78.4 L
EMD Value
₹1.6 L
Closing Date
8 Jun 2026, 5:00 pmClosed
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
GENERAL MANAGER (KUMAUN), NIRMAN WING, UTTARAKHAND PEYJAL, NIGAM, KATHGODAM, HALDWANI
CONSTRUCTION OF PHYSICS, CHEMISTRY, BIOLOGY and VOCATIONAL LAB FOR G.G.I.C SHAKTIFARM, SITARGANJ, DISTRICT-UDHAM SINGH NAGAR.
2026_MDPEY_95700_1
1160/ nivida udhm singh nagar/ 223 dated 16/05/2026
Open Tender
Civil Works
Item Rate
270 days
Shaktifarm sitarganj Distt Udhamsingh nagar
as per tender documents
2 documents required · 2 mandatory
₹3,540
PM CONSTRUCTION UNIT UKPJN UDHAM SINGH NAGAR
₹1.6 L
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
18 Jul 2026
19 May 2026
9 Jun 2026
19 May 2026
8 Jun 2026
26 May 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the Nexcavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 117.74 | CUM | 255.37 | ₹30,067.26 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 82.74 | CUM | 192.32 | ₹15,912.56 |
| 3 | Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. | 15.92 | CUM | 2,083.92 | ₹33,176.01 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 28.33 | CUM | 6,684.25 | ₹1,89,364.8 |
| 5 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | 26.39 | SQM | 403.14 | ₹10,638.86 |
| 6 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed by dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth | 17.61 | SQM | 735.25 | ₹12,947.75 |
| 7 | 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 / 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.: Concrete of M25 grade with minimum cement content of 330 kg/cum. All works upto plinth level | 30.57 | CUM | 9,326.49 | ₹2,85,110.8 |
| 8 | 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 / 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.: Concrete of M25 grade with minimum cement content of 330 kg/cum. All works above plinth level upto floor V level | 103.63 | CUM | 9,675.47 | ₹10,02,668.96 |
| 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.c.c work Using Thermo-mechanically treated bars | 14,575.61 | KG | 105.83 | ₹15,42,536.81 |
| 10 | Centering and shuttering including strutting,ropping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete. | 34.5 | SQM | 384.8 | ₹13,275.6 |
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