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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAccepted-AOC | ₹3.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.7 Cr+₹17.8 L (5.09%)Rejected-Finance | ₹3.7 Cr+₹17.8 L (5.09%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.8 Cr+₹30.5 L (8.72%)Rejected-Finance | ₹3.8 Cr+₹30.5 L (8.72%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.9 Cr+₹43.2 L (12.3%)Rejected-Finance | ₹3.9 Cr+₹43.2 L (12.3%) | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical T-C not Qualified |
Tender Value
₹3.2 Cr
EMD Value
₹6.3 L
Closing Date
24 Mar 2025, 2:00 pmClosed
ED(C and P)
Contracts and Procurement, NEEPCO Ltd., Lower New Colony, Shillong - 793003.
Construction and Laying of New Road surface with Interlocking Concrete Paver block from Gate No. 2 to Church Junction, Church Junction to WTP and Permanent Colony, at DHPS, Doyang, Nagaland.
2025_NEEPC_227433_1
NIB No. 476 Dated 24.02.2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Doyang HPS, NEEPCO Ltd., Doyang, Nagaland
3 documents required · 3 mandatory
₹0
₹6.3 L
4 Jun 2025
24 Feb 2025
25 Mar 2025
25 Feb 2025
24 Mar 2025
25 Feb 2025
25 Feb 2025 - 10 Mar 2025
Amount
Earth work in excavation 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 kind of soil.
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1000 metres. (i) By Mechanical Means using Hydraulic excavator.
Inter locking concrete Block Pavement: (A) Interlocking pavement block. (i) Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (b) Excluding Edge block/Edge restraints.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto Plinth Level. 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping, etc. and removal of form work for - Retaining walls, returns wall, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps, etc.
Water Bound Macadam (WBM) Work. Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading to uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting of required density. By Manual Means. Grading- II Using Screening type -A (13.2mm aggregate).
M/s H P BUILDERS (BID ID -831773)
ENSIGN CONSTRUCTIONS (BID ID -832027)
J. K. Construction (BID ID -832554)
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