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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹5.5 CrAccepted-AOC AT B2 509 BHOOMERANG OFF CHANDIVALI FARM ROAD CHANDIVALI ANDHERI C MUMBAI 400072 | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | ₹5.5 Cr | L-1 | Accepted-AOC L-1 bidder |
| 2 | L-2₹6.0 Cr+₹47.7 L (8.62%)Rejected-Finance | ₹6.0 Cr+₹47.7 L (8.62%) | L-2 | Rejected-Finance L-2 bidder |
| 3 | L-3₹6.8 Cr+₹1.3 Cr (23.3%)Rejected-Finance | ₹6.8 Cr+₹1.3 Cr (23.3%) | L-3 | Rejected-Finance L-3 bidder |
| 4 | L-4₹6.8 Cr+₹1.3 Cr (23.7%)Rejected-Finance | ₹6.8 Cr+₹1.3 Cr (23.7%) | L-4 | Rejected-Finance L-4 bidder |
| 5 | L-5₹7.2 Cr+₹1.6 Cr (29.4%)Rejected-Finance | ₹7.2 Cr+₹1.6 Cr (29.4%) | L-5 | Rejected-Finance L-5 bidder |
| Sl No | Description | Qty | Unit | M/s Pioneer Foundation Engineers Private Limited L1 | OST SLOPE PROTECTION ENGINEERING INDIA PVT LTD L2 | M K Infrastructure (P) Ltd L4 | EVERGREEN ENTERPRISES L3 | M/S ICB INFRATECH GUPTA HARDWARE JV L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 50 m outside the periphery of the area cleared. | 4,036 | sqm | 25 ₹1,00,900 | 190 ₹7,66,840 | 236 ₹9,52,496 | 15 ₹60,540 Lowest | 16.52 ₹66,674.72 |
| 2.00 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5m All kinds of Soil | 4,036 | sqm | 50 ₹2,01,800 | 280 ₹11,30,080 | 295 ₹11,90,620 | 30 ₹1,21,080 Lowest | 32.05 ₹1,29,353.8 |
| 3.00 | 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 sgm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil | 2,003.45 | cum | 260 ₹5,20,897 | 190 ₹3,80,655.5 | 295 ₹5,91,017.75 | 150 ₹3,00,517.5 Lowest | 166.58 ₹3,33,734.7 |
| 4.00 | Bed Rock & Surface Rock Excavation and Dressing
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-charge.
Ordinary Rock | 1,984.7 | cum | 500 ₹9,92,350 | 820 ₹16,27,454 | 413 ₹8,19,681.1 Lowest | 460 ₹9,12,962 | 468.22 ₹9,29,276.23 |
| 5.00 | 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-charge.
Hard rock (blasting prohibited) | 1,090.5 | cum | 1,250 ₹13,63,125 | 910 ₹9,92,355 | 413 ₹4,50,376.5 Lowest | 2,300 ₹25,08,150 | 1,344.82 ₹14,66,526.21 |
| 6.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of Engineer - in- charge | 336.03 | cum | 1,000 ₹3,36,030 | 910 ₹3,05,787.3 | 413 ₹1,38,780.39 Lowest | 2,500 ₹8,40,075 | 3,332.85 ₹11,19,937.59 |
| 7.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/ Portland Slagcement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M20 grade with minimum cement content of 270 kg /cum | 87.42 | cum | 9,500 ₹8,30,490 | 8,200 ₹7,16,844 Lowest | 8,850 ₹7,73,667 | 9,880 ₹8,63,709.6 | 8,646.03 ₹7,55,835.94 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 679.1 | sqm | 450 ₹3,05,595 | 730 ₹4,95,743 | 767 ₹5,20,869.7 | 690 ₹4,68,579 | 368.03 ₹2,49,929.17 Lowest |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc. | 1,839.11 | sqm | 650 ₹11,95,421.5 Lowest | 730 ₹13,42,550.3 | 802.4 ₹14,75,701.86 | 900 ₹16,55,199 | 790.69 ₹14,54,165.89 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, Beams, plinth beams, girders, bressumers and cantilevers. | 112.14 | sqm | 700 ₹78,498 | 730 ₹81,862.2 | 802.4 ₹89,981.14 | 1,200 ₹1,34,568 | 691.11 ₹77,501.08 Lowest |
Tender Value
₹7.6 Cr
EMD Value
₹15.3 L
Closing Date
7 Oct 2025, 11:00 amClosed
CGM (HnC), APGCL
APGCL, Third Floor, Bijulee Bhawan, Paltanbazar, Guwahati-781001.
Slope protection measures at landslide affected downstream left bank area of Hatidubi Dam, Karbi Langpi Hydroelectric Project (2 x 50 MW), West Karbi Anglong, Assam.
2025_APGCL_47477_1
CGM (HnC)/2025-26/KLHEP /Slope Protection/09(21)
Open Tender
Civil Works - Others
Works
180 days
Hatidubi Dam, Karbi Langpi Hydroelectric Project
Please refer Tender documents.
3 documents required · 3 mandatory
₹15,300
₹15.3 L
Yes
7 Feb 2026
12 Sept 2025
7 Oct 2025
12 Sept 2025
7 Oct 2025
12 Sept 2025
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