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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹6.4 L (3.93%)Admitted-Finance | ₹1.7 Cr+₹6.4 L (3.93%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹17.3 L (10.6%)Admitted-Finance AT B2 509 BHOOMERANG OFF CHANDIVALI FARM ROAD CHANDIVALI ANDHERI C MUMBAI 400072 | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | ₹1.8 Cr+₹17.3 L (10.6%) | L3 | Admitted-Finance |
| 4 | L4₹1.8 Cr+₹19.8 L (12.2%)Admitted-Finance | ₹1.8 Cr+₹19.8 L (12.2%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical 8 G N B ROAD PANBAZAR GUWAHATI KAMRUP M ASSAM 781001 | KAMRUP METRO | ASSAM | 781001 | - | - | Rejected-Technical Technically Rejected |
| Sl No | Description | Qty | Unit | M/s Pioneer Foundation Engineers Private Limited L3 | OST SLOPE PROTECTION ENGINEERING INDIA PVT LTD L4 | New Horizon Enterprise L2 | EVERGREEN ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|
| 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. | 1,645.6 | sqm | 28 ₹46,076.8 | 28 ₹46,076.8 | 100 ₹1,64,560 | 15 ₹24,684 Lowest |
| 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 | 1,645.6 | sqm | 56 ₹92,153.6 | 280 ₹4,60,768 | 250 ₹4,11,400 | 30 ₹49,368 Lowest |
| 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 | 330 | cum | 292 ₹96,360 | 280 ₹92,400 | 600 ₹1,98,000 | 150 ₹49,500 Lowest |
| 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 | 50 | cum | 562 ₹28,100 | 730 ₹36,500 | 600 ₹30,000 | 450 ₹22,500 Lowest |
| 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) | 180.44 | cum | 1,404 ₹2,53,337.76 | 910 ₹1,64,200.4 | 600 ₹1,08,264 Lowest | 2,250 ₹4,05,990 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 104 | sqm | 505 ₹52,520 | 460 ₹47,840 Lowest | 700 ₹72,800 | 675 ₹70,200 |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete abobe plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more | 561.2 | kg | 120 ₹67,344 | 145 ₹81,374 | 110 ₹61,732 Lowest | 117 ₹65,660.4 |
| 8.00 | 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 andreinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived fromnatural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources) | 8 | cum | 11,795 ₹94,360 | 9,100 ₹72,800 Lowest | 15,000 ₹1,20,000 | 9,601 ₹76,808 |
| 9.00 | Type B (First Class Beddding) Laying (FirstClass) bedding on well compacted approved granular material as per Clause 1105 | 4 | cum | 1,685 ₹6,740 Lowest | 4,600 ₹18,400 | 2,500 ₹10,000 | 3,450 ₹13,800 |
| 10.00 | Supply and Installation of Self Drilling Anchors of 38 mm diameter ,Yield load minimum 400kN, or equivalent CTAs, nut, washerplate, coupler for connecting bars ,drill bit and full length grouting with admixture including all ancillary items for foundation anchoring etc. complete as per technical specifications and as directed by Engineer-In-Charge. | 4,936.8 | mtr | 2,530 ₹1,24,90,104 | 2,530 ₹1,24,90,104 | 2,420 ₹1,19,47,056 | 2,250 ₹1,11,07,800 Lowest |
Tender Value
₹2.3 Cr
EMD Value
₹4.5 L
Closing Date
5 Aug 2026, 11:00 amClosed
CGM (HnC), APGCL
APGCL, Third Floor, Bijulee Bhawan, Paltanbazar, Guwahati-781001.
Slope protection measures at landslide affected area at downstream left bank of Hatidubi dam, Karbi Langpi Hydro Electric Project (2X50 MW), APGCL, West Karbi Anglong, Assam (Phase-II).
2026_APGCL_53078_1
APGCL/CGM(HnC)/2026-27/KLHEP /Slope Protection- II/05
Open Tender
Civil Works
Works
120 days
Hatidubi Dam, Karbi Langpi Hydroelectric Project
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,550
₹4.5 L
Yes
19 Aug 2026
16 Jul 2026
5 Aug 2026
16 Jul 2026
5 Aug 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 1,645.6 | sqm | 1.25 | ₹2,057 |
| 2 | 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 | 1,645.6 | sqm | - | - |
| 3 | 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 | 330 | cum | 100 | ₹33,000 |
| 4 | 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 | 50 | cum | 53 | ₹2,650 |
| 5 | 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) | 180.44 | cum | 10 | ₹1,804.4 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 104 | sqm | 11 | ₹1,144 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete abobe plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more | 561.2 | kg | 10 | ₹5,612 |
| 8 | 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 andreinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived fromnatural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources) | 8 | cum | 22 | ₹176 |
| 9 | Type B (First Class Beddding) Laying (FirstClass) bedding on well compacted approved granular material as per Clause 1105 | 4 | cum | - | - |
| 10 | Supply and Installation of Self Drilling Anchors of 38 mm diameter ,Yield load minimum 400kN, or equivalent CTAs, nut, washerplate, coupler for connecting bars ,drill bit and full length grouting with admixture including all ancillary items for foundation anchoring etc. complete as per technical specifications and as directed by Engineer-In-Charge. | 4,936.8 | mtr | 1 | ₹4,936.8 |
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