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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC HOUSE NO 190 WARD NO 08 HAMIRPUR | L1 | Accepted-AOC L-1 bidder | |
| 2 | L2₹5.7 Cr+₹43.6 L (8.25%)Rejected-Finance SHIVANGI NIWAS PO GEETA PEETH CHIMBALHAR PALAMPUR 176071 HP | PALAMPUR | KANGRA | HIMACHAL PRADESH | 176071 | L2 | Rejected-Finance Not Being L-1 bidder | |
| 3 | L3₹6.0 Cr+₹72.9 L (13.8%)Rejected-Finance KOHLI NO 17509 GALI KHADDAR BHANDAR WALI BHI WALA ROAD BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | L3 | Rejected-Finance Not Being L-1 bidder | |
| 4 | L4₹6.1 Cr+₹81.3 L (15.4%)Rejected-Finance H NO 51A 4 BHOJPUR BAZAR SUNDAR NAGAR DISTT MANDI HP | SUNDAR NAGAR | MANDI | HIMACHAL PRADESH | 175002 | L4 | Rejected-Finance Not Being L-1 bidder | |
| 5 | L5₹6.2 Cr+₹95.3 L (18.0%)Rejected-Finance 19192 STREET NO 08 BIBI WALA ROAD OPPOSITE DAV COLLEGE BATHINDA 151001 PB | BATHINDA | BATHINDA | PUNJAB | 151001 | L5 | Rejected-Finance Not Being L-1 bidder |
| Sl No | Description | Qty | Unit | B S Ranbir and Co L2 | JASPAL SINGH & CONST L6 | M/S MANI GARG CONTRACTOR L5 | M/s BHUPINDRA ENGINEERING WORKS L3 | JMM INFRACON L4 | MSC ROADS AND BRIDGES PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material lead out of MOD land as per direction of Engineer - in- charge complete all as specified and directed. | 470 | Cum | 1,000 ₹4,70,000 | 2,750 ₹12,92,500 | 1,800 ₹8,46,000 | 1,200 ₹5,64,000 | 850 ₹3,99,500 Lowest | 900 ₹4,23,000 |
| 2.00 | Demolishing brick /stone masonry work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material lead out of MOD land as per direction of Engineer-in-charge complete all as specified and directed. | 1,750 | Cum | 500 ₹8,75,000 Lowest | 1,200 ₹21,00,000 | 1,200 ₹21,00,000 | 800 ₹14,00,000 | 550 ₹9,62,500 | 700 ₹12,25,000 |
| 3.00 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead complete all as specified and directed. | 1,220 | Kg | 100 ₹1,22,000 | 27.5 ₹33,550 Lowest | 30 ₹36,600 | 50 ₹61,000 | 180 ₹2,19,600 | 30 ₹36,600 |
| 4.00 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in Channels, angles, tees and flats complete all as specified and directed. | 18,100 | Kg | 65 ₹11,76,500 | 17.5 ₹3,16,750 Lowest | 20 ₹3,62,000 | 30 ₹5,43,000 | 95 ₹17,19,500 | 30 ₹5,43,000 |
| 5.00 | Earth work in excavation over area as in hard rock (blasting prohibited) by mechanical means (Hydraulic excavator) /manual means for foundation, footings, trenches or drain (exceeding 30 cm in depth and 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, complete all as specified and directed. | 3,058 | Cum | 900 ₹27,52,200 | 730 ₹22,32,340 | 1,800 ₹55,04,400 | 550 ₹16,81,900 Lowest | 550 ₹16,81,900 Lowest | 550 ₹16,81,900 Lowest |
| 6.00 | Earth work in excavation over area as in hard rock (blasting prohibited) by mechanical means (Hydraulic excavator) /manual means for foundation, footings, trenches or drain (exceeding 1.5 m but not exceeding 2 m in depth and exceeding 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, complete all as specified and directed. | 150 | Cum | 900 ₹1,35,000 | 870 ₹1,30,500 | 2,200 ₹3,30,000 | 800 ₹1,20,000 | 750 ₹1,12,500 | 600 ₹90,000 Lowest |
| 7.00 | Earth work in excavation in hard rock (blasting prohibited) by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m complete all as specified and directed. | 170.22 | Cum | 900 ₹1,53,198 | 870 ₹1,48,091.4 | 2,000 ₹3,40,440 | 550 ₹93,621 Lowest | 750 ₹1,27,665 | 650 ₹1,10,643 |
| 8.00 | M&L for providing and laying in position ready mixed or site batched design mix cement concrete of M15 grade with minimum cement content of 240 kg /cumfor plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland 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 and finishingas per direction of the engineer-in-charge complete all as specified and directed. | 275.57 | Cum | 8,500 ₹23,42,345 | 7,700 ₹21,21,889 | 8,500 ₹23,42,345 | 8,000 ₹22,04,560 | 7,200 ₹19,84,104 | 7,000 ₹19,28,990 Lowest |
| 9.00 | M&L for Providing and laying in position ready mixed or site batched design mix Concrete of M30 grade with minimum cement content of 350 kg /cum upto NGL/GL for reinforced cement concrete work in foundation/footings, beams, columns; 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 complete all as specified and directed.
Note: NGL/GL refer to the drawings. | 930.02 | Cum | 11,000 ₹1,02,30,220 | 12,650 ₹1,17,64,753 | 12,000 ₹1,11,60,240 | 12,500 ₹1,16,25,250 | 8,000 ₹74,40,160 Lowest | 10,500 ₹97,65,210 |
| 10.00 | M&L for Providing and laying in position ready mixed or site batched design mix Concrete of M30 grade with minimum cement content of 350 kg /cum above NGL/GL for reinforced cement concrete work in 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 complete all as specified and directed.
Note: NGL/GL refer to the drawings. | 484.61 | Cum | 11,000 ₹53,30,710 | 14,000 ₹67,84,540 | 14,000 ₹67,84,540 | 12,500 ₹60,57,625 | 8,500 ₹41,19,185 Lowest | 11,200 ₹54,27,632 |
Tender Value
₹6.8 Cr
EMD Value
₹6.7 L
Closing Date
27 Mar 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer (RnD) Delhi
HQ CHIEF ENGINEER R AND D, PROBYN ROAD, TIMARPUR, DELHI-110054
DISMANTLING OF EXISTING REMAINING BOUNDARY WALL AND PROVISION OF NEW BOUNDARY WALL AT DGRE, RDC, MANALI (HP) UNDER AGE (I) R AND D MANALI
2026_MES_754607_1
CE RnD/DLI-42/MNL/2025-26
Open Tender
Civil Works
Item Rate
365 days
Manali
as per tedner documents
8 documents required · 8 mandatory
₹3,000
AGE (I) RnD Manali
₹6.7 L
Yes
2 Jun 2026
27 Feb 2026
3 Apr 2026
27 Feb 2026
27 Mar 2026
20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material lead out of MOD land as per direction of Engineer - in- charge complete all as specified and directed. | 470 | Cum | - | - |
| 2 | Demolishing brick /stone masonry work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material lead out of MOD land as per direction of Engineer-in-charge complete all as specified and directed. | 1,750 | Cum | - | - |
| 3 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead complete all as specified and directed. | 1,220 | Kg | - | - |
| 4 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in Channels, angles, tees and flats complete all as specified and directed. | 18,100 | Kg | - | - |
| 5 | Earth work in excavation over area as in hard rock (blasting prohibited) by mechanical means (Hydraulic excavator) /manual means for foundation, footings, trenches or drain (exceeding 30 cm in depth and 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, complete all as specified and directed. | 3,290.56 | Cum | - | - |
| 6 | Earth work in excavation in hard rock (blasting prohibited) by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m complete all as specified and directed. | 170.22 | Cum | - | - |
| 7 | M&L for providing and laying in position ready mixed or site batched design mix cement concrete of M15 grade with minimum cement content of 240 kg /cumfor plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland 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 and finishingas per direction of the engineer-in-charge complete all as specified and directed. | 275.57 | Cum | - | - |
| 8 | M&L for Providing and laying in position ready mixed or site batched design mix Concrete of M30 grade with minimum cement content of 350 kg /cum upto NGL/GL for reinforced cement concrete work in foundation/footings, beams, columns; 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 complete all as specified and directed.
Note: NGL/GL refer to the drawings. | 930.02 | Cum | - | - |
| 9 | M&L for Providing and laying in position ready mixed or site batched design mix Concrete of M30 grade with minimum cement content of 350 kg /cum above NGL/GL for reinforced cement concrete work in foundation/footings, beams, columns; 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 complete all as specified and directed.
Note: NGL/GL refer to the drawings. | 484.61 | Cum | - | - |
| 10 | M&L for Steel reinforcement (TMT) for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto NGL/GL. Thermo-Mechanically Treated bars of grade Fe-500D or more complete all as specified and directed.
Note: For Diameter of TMT Bar refer to the drawings. | - | Kg | - | - |
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