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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹10,710 (0.04%)Admitted-Finance | ₹2.7 Cr+₹10,710 (0.04%) | L2 | Admitted-Finance |
| 3 | L3₹2.8 Cr+₹55,088.10 (0.20%)Admitted-Finance | ₹2.8 Cr+₹55,088.10 (0.20%) | L3 | Admitted-Finance |
| 4 | L4₹3.0 Cr+₹24.5 L (8.92%)Admitted-Finance | ₹3.0 Cr+₹24.5 L (8.92%) | L4 | Admitted-Finance |
| 5 | L5₹3.1 Cr+₹35.3 L (12.8%)Admitted-Finance | ₹3.1 Cr+₹35.3 L (12.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | monuj thakur L3 | M/S MESCONS ASSOCIATES L6 | SHRI HITESH DUTTA L5 | SRI MRIGEN MOHAN L7 | K G ASSOCIATES L2 | KESHAB GOGOI L1 | Binud KUmar Saikia L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Description | ||||||||||
| 1.01 | Earth work:
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. | 3,565 | Cum | 140.22 ₹4,99,884.3 Lowest | 298 ₹10,62,370 | 209.82 ₹7,48,008.3 | 250 ₹8,91,250 | 200 ₹7,13,000 | 180 ₹6,41,700 | 298 ₹10,62,370 |
| 2.01 | Concrete Work:
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). | 303 | Cum | 5,381.48 ₹16,30,588.44 Lowest | 6,300 ₹19,08,900 | 5,497.28 ₹16,65,675.84 | 5,898.68 ₹17,87,300.04 | 5,500 ₹16,66,500 | 5,400 ₹16,36,200 | 6,400 ₹19,39,200 |
| 3.01 | Reinforced Cement Concrete:
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 466 | Sqm | 309.79 ₹1,44,362.14 Lowest | 400 ₹1,86,400 | 316.47 ₹1,47,475.02 | 400 ₹1,86,400 | 400 ₹1,86,400 | 450 ₹2,09,700 | 400 ₹1,86,400 |
| 3.02 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 8,854 | Sqm | 665.57 ₹58,92,956.78 | 450 ₹39,84,300 Lowest | 679.9 ₹60,19,834.6 | 650 ₹57,55,100 | 550 ₹48,69,700 | 540 ₹47,81,160 | 500 ₹44,27,000 |
| 3.03 | Shelves (Cast in situ) | 2,097 | Sqm | 732.52 ₹15,36,094.44 | 450 ₹9,43,650 Lowest | 748.29 ₹15,69,164.13 | 650 ₹13,63,050 | 550 ₹11,53,350 | 540 ₹11,32,380 | 500 ₹10,48,500 |
| 3.04 | Edges of slabs and breaks in floors and walls
Under 20 cm wide | 4,660 | Metre | 164.75 ₹7,67,735 | 70 ₹3,26,200 | 168.3 ₹7,84,278 | 250 ₹11,65,000 | 150 ₹6,99,000 | 145 ₹6,75,700 | 60 ₹2,79,600 Lowest |
| 3.05 | 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. | 93,200 | Kg | 85.2 ₹79,40,640 | 107 ₹99,72,400 | 115.4 ₹1,07,55,280 | 111 ₹1,03,45,200 | 89 ₹82,94,800 | 88 ₹82,01,600 | 81 ₹75,49,200 Lowest |
| 3.06 | 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 upto plinth level
Concrete of M25 grade with minimum cement content of 330 kg /cum | 932 | Cum | 7,508.75 ₹69,98,155 Lowest | 11,500 ₹1,07,18,000 | 7,670.33 ₹71,48,747.56 | 12,500 ₹1,16,50,000 | 8,900 ₹82,94,800 | 8,950 ₹83,41,400 | 9,500 ₹88,54,000 |
| 4.01 | Roofing:
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
110 mm diameter | 932 | Metre | 298.15 ₹2,77,875.8 Lowest | 700 ₹6,52,400 | 304.56 ₹2,83,849.92 | 600 ₹5,59,200 | 500 ₹4,66,000 | 600 ₹5,59,200 | 800 ₹7,45,600 |
Tender Value
Refer Docs
EMD Value
₹7.5 L
Closing Date
20 Feb 2026, 4:00 pmClosed
Dr Chinmoy Jit Sarma
RGIPT Sivasagar Assam
Construction of Covered RCC Drain at RGIPT Sivasagar Assam Campus
2026_RGIPT_896379_1
RGIPT/ASSAM/WORK/01/2026
Open Tender
Civil Works
Works
RGIPT Sivasagar Campus Assam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹7.5 L
RGIPT, Sivasagar, Assam Campus
13 Mar 2026
31 Jan 2026
21 Feb 2026
31 Jan 2026
20 Feb 2026
31 Jan 2026
31 Jan 2026 - 19 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Description | |||||
| 1.01 | Earth work:
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. | 3,565 | Cum | - | - |
| 2.01 | Concrete Work:
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). | 303 | Cum | - | - |
| 3.01 | Reinforced Cement Concrete:
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 466 | Sqm | - | - |
| 3.02 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 8,854 | Sqm | - | - |
| 3.03 | Shelves (Cast in situ) | 2,097 | Sqm | - | - |
| 3.04 | Edges of slabs and breaks in floors and walls
Under 20 cm wide | 4,660 | Metre | - | - |
| 3.05 | 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. | 93,200 | Kg | - | - |
| 3.06 | 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 upto plinth level
Concrete of M25 grade with minimum cement content of 330 kg /cum | 932 | Cum | - | - |
| 4.01 | Roofing:
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
110 mm diameter | 932 | Metre | - | - |
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