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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-AOC | ₹14.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.8 L+₹348.60 (0.02%)Rejected-AOC | ₹14.8 L+₹348.60 (0.02%) | L2 | Rejected-AOC L2 |
| 3 | L3₹15.3 L+₹43,511.50 (2.93%)Rejected-AOC | ₹15.3 L+₹43,511.50 (2.93%) | L3 | Rejected-AOC L3 |
| 4 | L4₹16.3 L+₹1.5 L (9.78%)Rejected-AOC | ₹16.3 L+₹1.5 L (9.78%) | L4 | Rejected-AOC L4 |
| 5 | L5₹16.7 L+₹1.8 L (12.3%)Rejected-AOC | ₹16.7 L+₹1.8 L (12.3%) | L5 | Rejected-AOC L5 |
Tender Value
Refer Docs
Closing Date
14 Feb 2024, 2:00 pmClosed
Director and CEO, DNP Ltd
1 No. Borpathar, Madhuban, Duliajan-786602
Development of the area near the pipe rack and Construction of Rigid Pavement at Despatch station Madhuban including supply of necessary materials labour etc
2024_ICD_35761_1
DNPL/CIVIL/2024/CON/RPP/04
Open Tender
Civil Works
Works
90 days
Duliajan
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
Exempted
11 May 2024
29 Jan 2024
16 Feb 2024
29 Jan 2024
14 Feb 2024
30 Jan 2024
Works :
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.Devloped the area near pipe rack
Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete.Devloped the area near pipe rack
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) PCC below rubble masonary
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
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
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishingand tamping complete.
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto / above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. ( 8mm Dia)
Himangshu Deka
BORENYA ENTERPRISES
M/S NINTH HOUR TECHNOCRATES
M/S R M ASSOCIATE
M/S NIRMAN
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