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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹97.4 LAccepted-Finance N A | NA | NA | 121004 | ₹97.4 L | L1 | Accepted-Finance accepted being to be 1st lowest |
| 2 | L2₹1.0 Cr+₹4.4 L (4.47%)Rejected-Finance | ₹1.0 Cr+₹4.4 L (4.47%) | L2 | Rejected-Finance rejected being to be 2nd lowest |
| 3 | L3₹1.1 Cr+₹10.9 L (11.2%)Rejected-Finance SUBHASHNAGAR ROORKEE DISTRICT HARIDWAR | ₹1.1 Cr+₹10.9 L (11.2%) | L3 | Rejected-Finance rejected being to be 3rd lowest |
| 4 | L4₹1.1 Cr+₹13.9 L (14.2%)Rejected-Finance | ₹1.1 Cr+₹13.9 L (14.2%) | L4 | Rejected-Finance rejected being to be 4th lowest |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-hard copy not submitted by bidder |
| Sl No | Description | Qty | Unit | ARUN JOSHI CONTRACTOR L4 | CHAWLA CONSTRUCTION L2 | ALIYA ENTERPRISES L1 | RAJA ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 1,285.14 | Cum | 255 ₹3,27,710.7 | 210 ₹2,69,879.4 | 200 ₹2,57,028 Lowest | 241.65 ₹3,10,554.08 |
| 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. | 1,242.38 | Cum | 192 ₹2,38,536.96 | 100 ₹1,24,238 Lowest | 170 ₹2,11,204.6 | 181.95 ₹2,26,051.04 |
| 3.00 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emul?sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 27.34 | Sqm | 304 ₹8,311.36 | 256 ₹6,999.04 Lowest | 300 ₹8,202 | 287.83 ₹7,869.27 |
| 4.00 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 2.16 | Cum | 2,083 ₹4,499.28 | 1,950 ₹4,212 | 1,000 ₹2,160 Lowest | 1,971.54 ₹4,258.53 |
| 5.00 | 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). | 173.65 | Cum | 6,684 ₹11,60,676.6 | 5,600 ₹9,72,440 | 4,500 ₹7,81,425 Lowest | 6,323.79 ₹10,98,126.13 |
| 6.00 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 14.59 | Sqm | 403 ₹5,879.77 | 410 ₹5,981.9 | 400 ₹5,836 | 381.4 ₹5,564.63 Lowest |
| 7.00 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mmnominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 19.92 | Sqm | 735 ₹14,641.2 | 749 ₹14,920.08 | 520 ₹10,358.4 Lowest | 695.6 ₹13,856.35 |
| 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.: 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 110% of the specified mininum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 27.95 | Cum | 9,326 ₹2,60,661.7 | 9,100 ₹2,54,345 | 6,200 ₹1,73,290 Lowest | 8,823.56 ₹2,46,618.5 |
| 9.00 | 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.: 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 110% of the specified mininum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 20.09 | Cum | 9,675 ₹1,94,370.75 | 9,500 ₹1,90,855 | 6,500 ₹1,30,585 Lowest | 9,153.72 ₹1,83,898.23 |
| 10.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars | 2,768.43 | Kg | 105.83 ₹2,92,982.95 | 102 ₹2,82,379.86 | 72 ₹1,99,326.96 Lowest | 100.12 ₹2,77,175.21 |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
10 Feb 2026, 5:00 pmClosed
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
OFFICE OF THE GENERAL MANAGER (KUMAUN), CONSTRUCTION WING, UTTARAKHAND PEYJAL NIGAM, E-32 JUDGE FARM, HALDWANI, DISTRICT-NAINITAL 263139
Construction of open Amphitheatre at Govind Ballabh Pant University of Agriculture and Technology, Pantnagar, District Udham Singh Nagar
2026_MDPEY_91096_1
106/nivida udham singh nagar/19 dated 14.01.2026
Open Tender
Civil Works
Item Rate
365 days
PANTNAGAR DISTT UDHAM SINGH NAGAR
as per tender documents
2 documents required · 2 mandatory
₹5,900
PM CONSTRUCTION UNIT UKPJN UDHAM SINGH NAGAR
₹2.3 L
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
12 Aug 2026
19 Jan 2026
14 Feb 2026
19 Jan 2026
10 Feb 2026
28 Jan 2026
23 Jan 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 1,285.14 | Cum | 255.42 | ₹3,28,250.46 |
| 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. | 1,242.38 | Cum | 192.32 | ₹2,38,934.52 |
| 3 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 27.34 | Sqm | 304.24 | ₹8,317.92 |
| 4 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 2.16 | Cum | 2,083.92 | ₹4,501.27 |
| 5 | 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). | 173.65 | Cum | 6,684.25 | ₹11,60,720.01 |
| 6 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 14.59 | Sqm | 403.14 | ₹5,881.81 |
| 7 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mmnominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 19.92 | Sqm | 735.25 | ₹14,646.18 |
| 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.: 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 110% of the specified mininum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 27.95 | Cum | 9,326.5 | ₹2,60,675.68 |
| 9 | 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.: 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 110% of the specified mininum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 20.09 | Cum | 9,675.48 | ₹1,94,380.39 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars | 2,768.43 | Kg | 105.83 | ₹2,92,982.95 |
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