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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.4 LAdmitted-Finance | ₹35.4 L | L1 | Admitted-Finance |
| 2 | L2₹37.5 LAdmitted-Finance | ₹37.5 L | L2 | Admitted-Finance |
| 3 | L3₹41.2 LAdmitted-Finance | ₹41.2 L | L3 | Admitted-Finance |
| 4 | L4₹44.9 LAdmitted-Finance | ₹44.9 L | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Bidder has submitted EMD as fixed deposit. As per Cl. 17 of special terms and condition of the tender EMD submitted in the form of bankers guarantee or any other form except as stated will not be accepted. hence the tender is rejected |
| Sl No | Description | Qty | Unit | NARAYAN DEKA L3 | SRI PUSPA DEKA L2 | CONSOL L4 | DHUNUMUNU ENTERPRISE L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out
and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | 135 | cum | 50 ₹6,750 | 155 ₹20,925 | 130 ₹17,550 | 268 ₹36,180 |
| 2.00 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 130.86 | cum | 300 ₹39,257.40 | 301 ₹39,388.26 | 380 ₹49,726.04 | 368 ₹48,155.74 |
| 3.00 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | 130.86 | cum | 20 ₹2,617.16 | 31 ₹4,056.60 | 30 ₹3,925.74 | 20 ₹2,617.16 |
| 4.00 | 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. | 692.49 | kg | 95 ₹65,786.55 | 89 ₹61,631.61 | 90 ₹62,324.10 | 90 ₹62,324.10 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns | 28.96 | sqm | 350 ₹10,136 | 300 ₹8,688 | 1,000 ₹28,960 | 5,000 ₹1.4 L |
| 6.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.16 | cum | 7,800 ₹55,848 | 9,500 ₹68,020 | 8,000 ₹57,280 | 7,500 ₹53,700 |
| 7.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) | 4.68 | cum | 5,500 ₹25,740 | 8,000 ₹37,440 | 9,500 ₹44,460 | 7,000 ₹32,760 |
| 8.00 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved
make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete | 22.4 | sqm | 900 ₹20,160 | 1,000 ₹22,400 | 1,000 ₹22,400 | 1,200 ₹26,880 |
| 9.00 | Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and
shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) includinggrouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.
With granite stone of area less than 0.50 sqm. | 9.6 | sqm | 3,500 ₹33,600 | 4,400 ₹42,240 | 3,500 ₹33,600 | 2,300 ₹22,080 |
| 10.00 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform hickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | 784 | cum | 750 ₹5.9 L | 570 ₹4.5 L | 950 ₹7.4 L | 1,200 ₹9.4 L |
Tender Value
₹47.8 L
EMD Value
₹95,000
Closing Date
8 Dec 2025, 2:00 pmClosed
HoS Engineering
IPM Section, IIT Guwahati
Provision of Approach Road with Circular road rotary cum island in front of Gaurang Hostel in IITG Campus
2025_IITG_887129_1
IITG/IPM/NIT/C/2025-26/83
Open Tender
Civil Works
90 days
IIT Guwahati
Please refer tender document
2 documents required · 2 mandatory
₹5,000
Payable To IIT Guwahati
₹95,000
11 Feb 2026
26 Nov 2025
9 Dec 2025
26 Nov 2025
8 Dec 2025
26 Nov 2025
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
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.
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand)
Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete
Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) includinggrouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. With granite stone of area less than 0.50 sqm.
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform hickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
Supplying and stacking at site. 63 mm to 45 mm size stone aggregate.
Supplying and stacking at site. Stone screening 11.2 mm nominal size (Type B)
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns sqm
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
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