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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-AOC | ₹4.1 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹4.6 Cr+₹48.8 L (12.0%)Rejected-Finance | ₹4.6 Cr+₹48.8 L (12.0%) | L2 | Rejected-Finance Being not L1 bidder |
| 3 | L3₹5.5 Cr+₹1.4 Cr (35.0%)Rejected-Finance | ₹5.5 Cr+₹1.4 Cr (35.0%) | L3 | Rejected-Finance Being not L1 bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical The firm has has not submitted the copy of tender applications, copy of enlistment of the firm in MES, DD, Copy of docus meetng enlistment criteria in MES, EMD, EPF Integrity Pact etc. Hence, not recommended |
| 5 | Rejected-Technical | - | - | Rejected-Technical The firm has not submitted the required experience cert for two similar completed works each costing not less than 4 crore/one work costing not less than 6 crore, executed during the last five years. Hence not recommended |
| Sl No | Description | Qty | Unit | JMM INFRACON L1 | B S Ranbir & Co. L2 | AYUSH CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | M&L Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator) /manual means for in foundation trenches or drain (exceeding 30 cm in depth but not exc. 1.5 mtr in depth, 1.5 m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5m including getting out all kind of soil the excavated soil as directed with in lead 50m, complete all as specified and directed by Engr-in-Charge. | 645 | Cum | 180 ₹1,16,100 Lowest | 300 ₹1,93,500 | 666 ₹4,29,570 |
| 2.00 | M&L for Excavation work ordinary rock by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (exceeding 1.50 m in depth but not exc. 3.00 mtr in depth, 1.5 m in width as well as 10 sqm on plan), including dressing of sides and ramming of bottoms, lift exc 1.5 m but not exceeding 3.00 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m, complete all as specified and directed by Engr-in-Charge. | 300.75 | Cum | 280 ₹84,210 Lowest | 450 ₹1,35,337.5 | 777 ₹2,33,682.75 |
| 3.00 | M&L for PCC 1:2:4 (1 cement : 2 Coarse sand (Zone III) derived from natural source ; 4 graded stone aggregate 40mm nominal size derived from natural source), complete all as specified and directed by Engr-in-Charge. | 116.36 | Cum | 5,600 ₹6,51,616 Lowest | 7,300 ₹8,49,428 | 6,666 ₹7,75,655.76 |
| 4.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work for upto GL; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M30 grade with minimum cement content of 350 kg /cum , complete all as specified and directed by Engr-in-Charge. | 416.45 | Cum | 5,700 ₹23,73,765 Lowest | 8,400 ₹34,98,180 | 9,658 ₹40,22,074.1 |
| 5.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work for above GL; / Plinth Beam using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M30 grade with minimum cement content of 350 kg /cum , complete all as specified and directed by Engr-in-Charge. | 870.38 | Cum | 5,800 ₹50,48,204 Lowest | 8,400 ₹73,11,192 | 9,598 ₹83,53,907.24 |
| 6.00 | M&L for Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto ground level. Mild steel and Medium Tensile steel bars. Thermo-Mechanically Treated (TMT) bars of grade Fe-550D or more, complete all as specified and directed by Engr-in-Charge. | 75,376.7 | Kg | 92 ₹69,34,656.4 Lowest | 92 ₹69,34,656.4 Lowest | 117 ₹88,19,073.9 |
| 7.00 | M&L for Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above ground level. Mild steel and Medium Tensile steel bars of grade Fe-550, complete all as specified and directed by Engr-in-Charge. | 16,503.03 | Kg | 95 ₹15,67,787.85 | 92 ₹15,18,278.76 Lowest | 117 ₹19,30,854.51 |
| 8.00 | M&L for Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete, complete all as specified and directed by Engr-in-Charge. | 1,668.87 | Sqm | 300 ₹5,00,661 Lowest | 375 ₹6,25,826.25 | 333 ₹5,55,733.71 |
| 9.00 | M&L for Returning, filling using available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 25 cm in depth, consolidating each deposited layer by ramming and watering, from lead up to 1.5 Km and lift upto 1.5 m, complete all as specified and directed by Engr-in-Charge. | 1,088.77 | Cum | 410 ₹4,46,395.7 | 150 ₹1,63,315.5 | 111 ₹1,20,853.47 Lowest |
| 10.00 | M& L for Excavating, supplying, stacking 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 25 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift, complete all as specified and directed by Engr-in-Charge. | 525 | Cum | 700 ₹3,67,500 | 300 ₹1,57,500 Lowest | 688 ₹3,61,200 |
Tender Value
₹5.7 Cr
EMD Value
₹6.6 L
Closing Date
16 Jun 2026, 6:00 pmClosed
Chief Engineer (R and D) Delhi
HQ Cheif Engineer (R and D) Delhi, Probyn Road, Timarpur, Delhi - 110054
REPAIR AND RESTORATION WORK TO INFRASTRECTURE DAMAGE DUE TO FLOOD ON 9TH AND 10 TH JUL 2023 AT DGRE RDC MANALI (HP)
2026_MES_766184_1
CE RnD/DLI-51/MNL/2025-26
Open Tender
Civil Works
Item Rate
365 days
Manali
As per tender documents
9 documents required · 9 mandatory
₹3,000
AGE (I) RnD Manali
₹6.6 L
Yes
14 Sept 2026
18 May 2026
23 Jun 2026
18 May 2026
16 Jun 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator) /manual means for in foundation trenches or drain (exceeding 30 cm in depth but not exc. 1.5 mtr in depth, 1.5 m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5m including getting out all kind of soil the excavated soil as directed with in lead 50m, complete all as specified and directed by Engr-in-Charge. | 645 | Cum | - | - |
| 2 | M&L for Excavation work ordinary rock by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (exceeding 1.50 m in depth but not exc. 3.00 mtr in depth, 1.5 m in width as well as 10 sqm on plan), including dressing of sides and ramming of bottoms, lift exc 1.5 m but not exceeding 3.00 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m, complete all as specified and directed by Engr-in-Charge. | 300.75 | Cum | - | - |
| 3 | M&L for PCC 1:2:4 (1 cement : 2 Coarse sand (Zone III) derived from natural source ; 4 graded stone aggregate 40mm nominal size derived from natural source), complete all as specified and directed by Engr-in-Charge. | 116.36 | Cum | - | - |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work for upto GL; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M30 grade with minimum cement content of 350 kg /cum , complete all as specified and directed by Engr-in-Charge. | 416.45 | Cum | - | - |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work for above GL; / Plinth Beam using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M30 grade with minimum cement content of 350 kg /cum , complete all as specified and directed by Engr-in-Charge. | 870.38 | Cum | - | - |
| 6 | M&L for Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto ground level. Mild steel and Medium Tensile steel bars. Thermo-Mechanically Treated (TMT) bars of grade Fe-550D or more, complete all as specified and directed by Engr-in-Charge. | 75,376.7 | Kg | - | - |
| 7 | M&L for Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above ground level. Mild steel and Medium Tensile steel bars of grade Fe-550, complete all as specified and directed by Engr-in-Charge. | 16,503.03 | Kg | - | - |
| 8 | M&L for Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete, complete all as specified and directed by Engr-in-Charge. | 1,668.87 | Sqm | - | - |
| 9 | M&L for Returning, filling using available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 25 cm in depth, consolidating each deposited layer by ramming and watering, from lead up to 1.5 Km and lift upto 1.5 m, complete all as specified and directed by Engr-in-Charge. | 1,088.77 | Cum | - | - |
| 10 | M& L for Excavating, supplying, stacking 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 25 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift, complete all as specified and directed by Engr-in-Charge. | 525 | Cum | - | - |
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