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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹4.0 CrAccepted-AOC PLOT NO 61 BLOCK NO 7 WARD NO 1 GURGAON HARYANA 122001 | GURGAON | GURGAON | HARYANA | 122001 | ₹4.0 Cr | L-1 | Accepted-AOC L-1 bidder |
| 2 | L-2₹4.7 Cr+₹64.2 L (15.9%)Rejected-Finance 232 NARSIPURAM MATHURA UTTAR PRADESH 281006 | MATHURA | UTTAR PRADESH | 281006 | ₹4.7 Cr+₹64.2 L (15.9%) | L-2 | Rejected-Finance Not L-1 Bidder |
| 3 | L-3₹7.5 Cr+₹3.5 Cr (87.2%)Rejected-Finance 1ST FLOOR KRISHNA TOWERS OPP TO THRIKKAKARA TEMPLE THRIKKAKARA P O COCHIN 682 021 | ERNAKULAM | KERALA | 682021 | ₹7.5 Cr+₹3.5 Cr (87.2%) | L-3 | Rejected-Finance Not L-1 Bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Refer Part 1 evaluation report |
| Sl No | Description | Qty | Unit | Industrial project And Products Co. L1 | EINA ENGINEERING CO L2 | Sterling and Wilson Private Limited L3 |
|---|---|---|---|---|---|---|
| 1.00Schedule-1:Civil Works | ||||||
| 1.01 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 100m outside the periphery of the area cleared. | 13,000 | Sq.M. | 30 ₹3,90,000 | 15.5 ₹2,01,500 Lowest | 166 ₹21,58,000 |
| 1.02 | 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 100m and lift upto 3m, as directed by Engineer-incharge.
i) All Kinds of soil.
Note: Cutting of road at few locations shall be included in the quoted rate. | 12,000 | CuM | 150 ₹18,00,000 Lowest | 184 ₹22,08,000 | 581 ₹69,72,000 |
| 1.03 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 30cm in depth, consolidating each deposited layer by ramming and watering, lead up to 100 m and lift upto 3m as per the directions of Engineer-incharge.
Note: Thickness of each layer shall be as per directions of Engineer-in-charge. | 11,750 | CuM | 180 ₹21,15,000 | 154 ₹18,09,500 Lowest | 415 ₹48,76,250 |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to & above plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 9 | CuM | 7,500 ₹67,500 | 7,350 ₹66,150 Lowest | 10,784 ₹97,056 |
| 1.05 | Providing & laying in position ready mixed or site batched design mix cement concrete of M35 grade for reinforced cement concrete works; using coarse aggregates & fine aggregates, Ordinary Portland cement, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete, to improve durability & workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per the directions of Engineer-in-charge. | 30 | CuM | 9,500 ₹2,85,000 Lowest | 10,700 ₹3,21,000 | 15,761 ₹4,72,830 |
| 1.06 | Providing & laying in position ready mixed or site batched design mix cement concrete of M35 grade for reinforced cement concrete works; using coarse aggregates & fine aggregates, Ordinary Portland cement, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete, to improve durability & workability without impairing strength; including pumping/manual placement etc. for second stage concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per the directions of Engineer-incharge.
Note: Concrete shall be used as second stage/secondary concrete, which may require manual placement. | 10 | CuM | 9,500 ₹95,000 Lowest | 10,700 ₹1,07,000 | 17,420 ₹1,74,200 |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. as per the directions of Engineer-incharge. | 50 | Sq.M. | 488 ₹24,400 | 140 ₹7,000 Lowest | 1,576 ₹78,800 |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. as per the directions of Engineer-incharge. | 160 | Sq.M. | 550 ₹88,000 | 355 ₹56,800 Lowest | 1,576 ₹2,52,160 |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 5 | Sq.M. | 610 ₹3,050 Lowest | 614 ₹3,070 | 1,576 ₹7,880 |
Tender Value
₹4.8 Cr
EMD Value
₹9.6 L
Closing Date
28 Jan 2026, 5:00 pmClosed
Sr Mgr CMM
GHAVP site
Mechanical, Electrical, Piping Package for Matkana Surface Water Drainage Pump House including cross country HDPE Piping at GHAVP site.
2026_NPCIL_262042_1
NPCIL/GHAVP/CTC/2025/PT-284
Open Tender
Pipe Laying Works
Item Rate
545 days
GHAVP Site, Fatehadad
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹9.6 L
CTC office, GHAVP Site
23 Apr 2026
8 Jan 2026
30 Jan 2026
8 Jan 2026
28 Jan 2026
18 Jan 2026
8 Jan 2026 - 14 Jan 2026
15 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Schedule-1:Civil Works | |||||
| 1.01 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 100m outside the periphery of the area cleared. | 13,000 | Sq.M. | - | - |
| 1.02 | 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 100m and lift upto 3m, as directed by Engineer-incharge.
i) All Kinds of soil.
Note: Cutting of road at few locations shall be included in the quoted rate. | 12,000 | CuM | - | - |
| 1.03 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 30cm in depth, consolidating each deposited layer by ramming and watering, lead up to 100 m and lift upto 3m as per the directions of Engineer-incharge.
Note: Thickness of each layer shall be as per directions of Engineer-in-charge. | 11,750 | CuM | - | - |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to & above plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 9 | CuM | - | - |
| 1.05 | Providing & laying in position ready mixed or site batched design mix cement concrete of M35 grade for reinforced cement concrete works; using coarse aggregates & fine aggregates, Ordinary Portland cement, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete, to improve durability & workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per the directions of Engineer-in-charge. | 30 | CuM | - | - |
| 1.06 | Providing & laying in position ready mixed or site batched design mix cement concrete of M35 grade for reinforced cement concrete works; using coarse aggregates & fine aggregates, Ordinary Portland cement, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete, to improve durability & workability without impairing strength; including pumping/manual placement etc. for second stage concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per the directions of Engineer-incharge.
Note: Concrete shall be used as second stage/secondary concrete, which may require manual placement. | 10 | CuM | - | - |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. as per the directions of Engineer-incharge. | 50 | Sq.M. | - | - |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. as per the directions of Engineer-incharge. | 160 | Sq.M. | - | - |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 5 | Sq.M. | - | - |
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