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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹15.2 L+₹39,260 (2.65%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹15.2 L+₹40,970 (2.76%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹17.5 L+₹2.7 L (18.0%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S K & D ASSOCIATES L2 | NARAYAN DEKA L1 | MANTU KUMAR PATHAK L3 | R A Construction L4 |
|---|---|---|---|---|---|---|---|
| 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 | 145 | cum | 500 ₹72,500 | 380 ₹55,100 | 300 ₹43,500 | 200 ₹29,000 Lowest |
| 2.00 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and
stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 25 | sqm | 100 ₹2,500 | 50 ₹1,250 Lowest | 130 ₹3,250 | 60 ₹1,500 |
| 3.00 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). | 25 | sqm | 350 ₹8,750 | 320 ₹8,000 | 400 ₹10,000 | 200 ₹5,000 Lowest |
| 4.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres | 785 | sqm | 180 ₹1,41,300 | 130 ₹1,02,050 | 120 ₹94,200 Lowest | 240 ₹1,88,400 |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form for | |||||||
| 5.01 | Foundations, footings, bases of columns, etc. for mass
concrete | 20 | sqm | 300 ₹6,000 | 220 ₹4,400 Lowest | 300 ₹6,000 | 250 ₹5,000 |
| 6.00Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: | |||||||
| 6.01 | 1:6 (1 cement: 6 coarse sand) | 54 | sqm | 890 ₹48,060 | 670 ₹36,180 | 900 ₹48,600 | 650 ₹35,100 Lowest |
| 7.00Construction 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. | |||||||
Tender Value
₹18.5 L
EMD Value
₹37,100
Closing Date
14 Oct 2025, 10:00 amClosed
HoS Maintenance
IPM Section,IIT Guwahati
Repairing of Drain, Plinth protection work, and Parking area work near Research Building and Classroom complex at IITG Campus
2025_IITG_880214_1
IITG/IPM/NIT/R/2025-26/51
Open Tender
Civil Works
Works
60 days
IIT Guwahati
Please refer tender document
2 documents required · 2 mandatory
₹2,000
Payable To IIT Guwahati
₹37,100
28 Nov 2025
6 Oct 2025
15 Oct 2025
6 Oct 2025
14 Oct 2025
6 Oct 2025
Amount
Earth 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:
All kinds of soil
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:
1:6 (1 cement: 6 coarse sand)
Construction 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.
With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
Supplying and stacking at site.
63 mm to 45 mm size stone aggregate
Supplying and stacking at site.
53 mm to 22.4 mm size stone aggregate
Supplying and stacking at site
Stone screening 11.2 mm nominal size (Type B)
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, 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 .
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete
New work (Two or more coats)
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 50mm 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-30 grade with approved color design and pattern.
Providing and laying factory made FRP Gratings as per direction of Engineer in Charge (Grating size 1220 mmx450 mmx38 mm, mess size 38 mmx38 mm)
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.
M/S K & D ASSOCIATES (BID ID -3296672)
MANTU KUMAR PATHAK (BID ID -3297823)
R A Construction (BID ID -3298163)
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