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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.1 LAdmitted-Finance BAREILLY ROAD GAUJAJALI NAINITAL UTTARAKHAND 263139 UDYAM UK 07 0003395 05AJTPS0633F1Z4 R M | NAINITAL | UTTARAKHAND | 263139 | ₹80.1 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | A-One Trading Corporation 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 for all lift, as directed by Engineer-in-charge.. All kinds of soil | 43.74 | Cum | 227.5 ₹9,950.85 |
| 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 for all lift. | 30.62 | Cum | 251.5 ₹7,700.93 |
| 3.00 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 4.37 | Cum | 8,749 ₹38,233.13 |
| 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 / 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 M30 grade with minimum cement content of 350 kg /cum | 17.15 | Cum | 12,401 ₹2.1 L |
| 5.00 | 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 minimum 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 | 33.44 | Cum | 12,664 ₹4.2 L |
| 6.00 | 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 of grade Fe-500D or more. | 2,355.98 | Kg | 138.52 ₹3.3 L |
| 7.00 | 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-500D or more. | 4,593.82 | Kg | 138.52 ₹6.4 L |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 28.8 | Sqm | 503.66 ₹14,505.41 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, pillars, piers, abutments, posts and struts | 51.84 | Sqm | 1,234 ₹63,970.56 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | 97.56 | Sqm | 945.5 ₹92,242.98 |
Tender Value
₹80.1 L
EMD Value
₹1.6 L
Closing Date
8 Apr 2026, 3:00 pmClosed
Project Manager
BRIDCUL Office, Rautela Colony, Mukhani Haldwani
CONSTRUCTION WORK OF VIP CONFERENCE HALL AT DSB CAMPUS NAINITAL, DISTRICT-NAINITAL, UTTARAKHAND (2nd Call).
2026_BRID3_93539_1
BRIDCUL/HLD/07/2025-26
Open Tender
Civil Works
270 days
Nainital
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Project Manager
₹1.6 L
BRIDCUL Office, Rautela Colony, Mukhani Haldwani
23 Apr 2026
25 Mar 2026
8 Apr 2026
25 Mar 2026
8 Apr 2026
1 Apr 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
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 for all lift, as directed by Engineer-in-charge.. All kinds of soil | - | Cum | - | - | BI01010001010000000000000515BI0100001126 | |
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 for all lift. | - | Cum | - | - | BI01010001010000000000000515BI0100001127 | |
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | - | - | BI01010001010000000000000515BI0100001128 | |
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 M30 grade with minimum cement content of 350 kg /cum | - | Cum | - | - | BI01010001010000000000000515BI0100001129 | |
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 minimum 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 | - | Cum | - | - | BI01010001010000000000000515BI0100001130 | |
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 of grade Fe-500D or more. | - | Kg | - | - | BI01010001010000000000000515BI0100001131 | |
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-500D or more. | - | Kg | - | - | BI01010001010000000000000515BI0100001132 | |
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - | BI01010001010000000000000515BI0100001133 | |
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, pillars, piers, abutments, posts and struts | - | Sqm | - | - | BI01010001010000000000000515BI0100001134 | |
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sqm | - | - | BI01010001010000000000000515BI0100001135 |
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