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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.6 LAccepted-AOC VILL 76 SUNIL POST JOSHIMATH DISTT CHAMOLI UTTRAKHAND 246443 | JOSHIMATH | CHAMOLI | UTTARAKHAND | 246443 | ₹30.6 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹31.6 L+₹98,228.50 (3.21%)Rejected-AOC TCP BAZAR JOSHIMATH DIST CHAMOLI UK PIN 246443 | JOSHIMATH | CHAMOLI | UK | 246443 | ₹31.6 L+₹98,228.50 (3.21%) | L2 | Rejected-AOC OTHER THEN LOWEST BIDDER |
| 3 | L3₹32.6 L+₹2.0 L (6.64%)Rejected-AOC | ₹32.6 L+₹2.0 L (6.64%) | L3 | Rejected-AOC OTHER THEN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | ms triveni nirman L2 | Shri Narayan Construction L1 | Harendra Singh Panwar L3 |
|---|---|---|---|---|---|---|
| 1.00SCHEDULE 'A' PART-I : BOQ OF WORKS FOR B/R WORKS. | ||||||
| 1.01 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in Hard/Dense soil, complete all as specified and as directed. | 140 | Per Sqm | 30 ₹4,200 Lowest | 45 ₹6,300 | 100 ₹14,000 |
| 1.02 | Excavation in trenches, not exceeding 1.50mtr wide and not exceeding 1.50mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.50 mtr in depth and getting out, any type of soil, complete all as specified and as directed. | 75 | Per Cum | 280 ₹21,000 Lowest | 550 ₹41,250 | 300 ₹22,500 |
| 1.03 | Excavation in trenches, not exceeding 1.50mtr wide and not exceeding 1.50mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.50 mtr in depth and getting out in hard rocks by mechanical means, complete all as specified and as directed. | 5 | Per Cum | 400 ₹2,000 | 550 ₹2,750 | 300 ₹1,500 Lowest |
| 1.04 | Plain cement concrete M-7.50(1:4:8), type D-2 (using 40mm graded crushed stone aggregate), as mass concrete in foundation, complete all as specified and as directed. | 6.15 | Per Cum | 5,500 ₹33,825 | 5,500 ₹33,825 | 4,000 ₹24,600 Lowest |
| 1.05 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm, any type of soil, complete all as specified and as directed. | 27.85 | Per Cum | 140 ₹3,899 | 120 ₹3,342 Lowest | 300 ₹8,355 |
| 1.06 | Removing excavated soil not exceeding 50mtr and depositing where directed at a level not exceeding 1.50 mtr above the starting point, complete all as specified and as directed. | 72.15 | Per Cum | 180 ₹12,987 | 150 ₹10,822.5 Lowest | 150 ₹10,822.5 Lowest |
| 1.07 | Reinforced cement concrete, design mix M-25 (using 20mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc and mass concrete, complete all as specified and as directed. | 11.2 | Per Cum | 10,200 ₹1,14,240 Lowest | 10,500 ₹1,17,600 | 11,000 ₹1,23,200 |
| 1.08 | Reinforced cement concrete, design mix M-25 (using 20mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts, complete all as specified and as directed. | 6.3 | Per Cum | 10,800 ₹68,040 | 10,500 ₹66,150 Lowest | 11,000 ₹69,300 |
| 1.09 | Reinforced cement concrete, design mix M-25, type B-1 (using 20mm graded crushed stone aggregates) as in beams, cantilevers, bressummers, lintels over 1.50m span, complete all as specified and as directed. | 5.7 | Per Cum | 10,200 ₹58,140 Lowest | 10,500 ₹59,850 | 12,000 ₹68,400 |
Tender Value
Refer Docs
EMD Value
₹74,500
Closing Date
22 Jun 2026, 6:00 pmClosed
GARRISON ENGINEER
GE 871 EWS C/O 56 APO PIN- 913871
PROVN OF GRAIN STORAGE AT MFVH AND PROVN OF BATHROOM WITH TOILET COMPLEX AT VARIOUS UNITS UNDER AREA OF GE 871 EWS
2026_MES_768930_1
8138/E8
Open Tender
Civil Works
Item Rate
180 days
JOSHIMATH
AS PER NIT AND TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE 871 EWS
₹74,500
Yes
17 Sept 2026
1 Jun 2026
29 Jun 2026
1 Jun 2026
22 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SCHEDULE 'A' PART-I : BOQ OF WORKS FOR B/R WORKS. | |||||
| 1.01 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in Hard/Dense soil, complete all as specified and as directed. | 140 | Per Sqm | - | - |
| 1.02 | Excavation in trenches, not exceeding 1.50mtr wide and not exceeding 1.50mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.50 mtr in depth and getting out, any type of soil, complete all as specified and as directed. | 75 | Per Cum | - | - |
| 1.03 | Excavation in trenches, not exceeding 1.50mtr wide and not exceeding 1.50mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.50 mtr in depth and getting out in hard rocks by mechanical means, complete all as specified and as directed. | 5 | Per Cum | - | - |
| 1.04 | Plain cement concrete M-7.50(1:4:8), type D-2 (using 40mm graded crushed stone aggregate), as mass concrete in foundation, complete all as specified and as directed. | 6.15 | Per Cum | - | - |
| 1.05 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm, any type of soil, complete all as specified and as directed. | 27.85 | Per Cum | - | - |
| 1.06 | Removing excavated soil not exceeding 50mtr and depositing where directed at a level not exceeding 1.50 mtr above the starting point, complete all as specified and as directed. | 72.15 | Per Cum | - | - |
| 1.07 | Reinforced cement concrete, design mix M-25 (using 20mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc and mass concrete, complete all as specified and as directed. | 11.2 | Per Cum | - | - |
| 1.08 | Reinforced cement concrete, design mix M-25 (using 20mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts, complete all as specified and as directed. | 6.3 | Per Cum | - | - |
| 1.09 | Reinforced cement concrete, design mix M-25, type B-1 (using 20mm graded crushed stone aggregates) as in beams, cantilevers, bressummers, lintels over 1.50m span, complete all as specified and as directed. | 5.7 | Per Cum | - | - |
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