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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.9 LAdmitted-Finance | ₹25.9 L | L1 | Admitted-Finance |
| 2 | L2₹26.2 L+₹25,222.29 (0.97%)Admitted-Finance | ₹26.2 L+₹25,222.29 (0.97%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Do not have required experience on WBM works |
| Sl No | Description | Qty | Unit | Mostaq Mohammed Moksedur Hassan L1 | NARAYAN DEKA L2 |
|---|---|---|---|---|---|
| 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 lift upto 1.5 m, as directed by Engineer-in- All kinds of soil | 185.3 | cum | 100 ₹18,530 Lowest | 400 ₹74,120 |
| 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. | 800 | cum | 400 ₹3,20,000 Lowest | 400 ₹3,20,000 Lowest |
| 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). | 800 | cum | 100 ₹80,000 Lowest | 500 ₹4,00,000 |
| 4.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 4 | cum | 969 ₹3,876 Lowest | 3,750 ₹15,000 |
| 5.00 | 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. | 950 | kg | 120 ₹1,14,000 | 100 ₹95,000 Lowest |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns | 60 | sqm | 100 ₹6,000 Lowest | 400 ₹24,000 |
| 7.00 | 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) | 6 | cum | 7,000 ₹42,000 Lowest | 10,821 ₹64,926 |
| 8.00 | Providing and laying reinforced cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 15.24 | cum | 7,000 ₹1,06,680 Lowest | 8,821 ₹1,34,432.04 |
| 9.00 | 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) | 2.73 | cum | 6,500 ₹17,745 | 1,125 ₹3,071.25 Lowest |
| 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. | 124.9 | cum | 2,000 ₹2,49,800 | 750 ₹93,675 Lowest |
Tender Value
₹27.4 L
EMD Value
₹55,000
Closing Date
26 Jul 2025, 6:00 pmClosed
HOS ENGINEERING
IPM SECTION, IIT GUWAHATI
Redoing and extension of approach road towards the kitchen of the Disang Hostel in IITG campus
2025_IITG_867983_1
IITG/IPM/NIT/C/2025-26/13
Open Tender
Civil Works
Works
90 days
IIT GUWAHATI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
IIT GUWAHATI
₹55,000
18 Sept 2025
8 Jul 2025
28 Jul 2025
8 Jul 2025
26 Jul 2025
8 Jul 2025
Amount
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 lift upto 1.5 m, as directed by Engineer-in- 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).
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
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)
Providing and laying reinforced cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-ill) 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)
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
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
NARAYAN DEKA (BID ID -3251642)
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