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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAdmitted-Finance | ₹11.0 L | L1 | Admitted-Finance |
| 2 | L2₹13.2 L+₹2.2 L (20.0%)Admitted-Finance | ₹13.2 L+₹2.2 L (20.0%) | L2 | Admitted-Finance |
| 3 | L3₹13.4 L+₹2.4 L (21.6%)Admitted-Finance | ₹13.4 L+₹2.4 L (21.6%) | L3 | Admitted-Finance |
| 4 | L4₹14.0 L+₹3.0 L (27.0%)Admitted-Finance | ₹14.0 L+₹3.0 L (27.0%) | L4 | Admitted-Finance |
| 5 | L5₹14.6 L+₹3.6 L (32.6%)Admitted-Finance | ₹14.6 L+₹3.6 L (32.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ANUP CHAKRABORTY L3 | RAJIB KUMAR SARMAH L5 | MADHAV BORAH L8 | S A ENTERPRISE L1 | SIBU SAHA L9 | B & L ASSOCIATES L6 | M/S SUPRABHAT KHAKHALARY L4 | ikramul haque L2 | General Engineering L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with !4 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift: | ||||||||||||
| 1.01 | All kinds of soil | 102.9 | cum | 300 ₹30,870 | 300 ₹30,870 | 120 ₹12,348 Lowest | 930 ₹95,697 | 250 ₹25,725 | 216 ₹22,226.4 | 120 ₹12,348 Lowest | 490 ₹50,421 | 325.96 ₹33,541.28 |
| 2.00Centering and shuttering including strutting, propping etc. and removal of form for | ||||||||||||
| 2.01 | Foundations, footings, bases of columns, etc. for mass
concrete | 210 | sqm | 188 ₹39,480 | 250 ₹52,500 | 600 ₹1,26,000 | 404 ₹84,840 | 280 ₹58,800 | 466 ₹97,860 | 300 ₹63,000 | 90.5 ₹19,005 Lowest | 323.37 ₹67,907.7 |
| 3.00Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | ||||||||||||
| 3.01 | (a) Cement mortar 1:4 (1 cement : 4 coarse sand) | 14.8 | Cum | 6,000 ₹88,800 | 6,000 ₹88,800 | 6,800 ₹1,00,640 | 5,069.61 ₹75,030.23 Lowest | 7,500 ₹1,11,000 | 5,666 ₹83,856.8 | 6,800 ₹1,00,640 | 6,400 ₹94,720 | 6,077.91 ₹89,953.07 |
| 4.0015 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : | ||||||||||||
| 4.01 | (a) 1:3 (1 cement: 3 fine sand) | 185 | Sqm | 200 ₹37,000 | 250 ₹46,250 | 350 ₹64,750 | 470 ₹86,950 | 250 ₹46,250 | 366 ₹67,710 | 150 ₹27,750 Lowest | 250 ₹46,250 | 407.6 ₹75,406 |
| 5.00Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer in- Charge. | ||||||||||||
| 5.01 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 15.6 | cum | 2,200 ₹34,320 | 4,000 ₹62,400 | 3,500 ₹54,600 | 4,170 ₹65,052 | 1,800 ₹28,080 | 1,666 ₹25,989.6 | 1,600 ₹24,960 | 300 ₹4,680 Lowest | 2,295.71 ₹35,813.08 |
Tender Value
₹18.7 L
EMD Value
₹37,500
Closing Date
25 May 2026, 10:00 amClosed
HoS Engineering
IPM Section, IIT Guwahati
Construction of a box Culvert in the pathway near the Library building and the Lecture Hall Complex, and providing of MS gate on both sides of the Library and CCC building
2026_IITG_907910_1
IITG/IPM/NIT/C/2026-27/07
Open Tender
Civil Works
Works
180 days
IIT Guwahati
Please refer tender document
2 documents required · 2 mandatory
₹1,000
Payable To IIT Guwahati
₹37,500
11 Aug 2026
8 May 2026
26 May 2026
8 May 2026
25 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with !4 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift: | |||||
| 1.01 | All kinds of soil | 102.9 | cum | - | - |
| 2Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 2.01 | Foundations, footings, bases of columns, etc. for mass
concrete | 210 | sqm | - | - |
| 3Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | |||||
| 3.01 | (a) Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum | - | - |
| 415 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : | |||||
| 4.01 | (a) 1:3 (1 cement: 3 fine sand) | 185 | Sqm | - | - |
| 5Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer in- Charge. | |||||
| 5.01 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 15.6 | cum | - | - |
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