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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.6 LAccepted-AOC | ₹44.6 L | L1 | Accepted-AOC Being lowest tenderer |
| 2 | L2₹44.9 LRejected-Finance TANAKPUR ROAD PITHORAGARH UTTARAKHAND | ₹44.9 L | L2 | Rejected-Finance Not Being Lowest Tenderer |
| 3 | L3₹47.4 LRejected-Finance JHABRERA ROAD NEAR POWER STATION MANGLOR DISTT HARIDWAR UTTRAKHAND | MANGLOR | HARIDWAR | UTTARAKHAND | ₹47.4 L | L3 | Rejected-Finance Not Being Lowest Tenderer |
| 4 | L4₹49.8 LRejected-Finance TCP BAZAR JOSHIMATH DIST CHAMOLI UK PIN 246443 | JOSHIMATH | CHAMOLI | UK | 246443 | ₹49.8 L | L4 | Rejected-Finance Not Being Lowest Tenderer |
| 5 | L5₹50.7 LRejected-Finance PANDEY BANK THE MALL ROAD RANIKHET DISTRICT ALMORA UTTARAKHAND 263645 | RANIKHET | ALMORA | UTTARAKHAND | 263645 | ₹50.7 L | L5 | Rejected-Finance Not Being Lowest Tenderer |
| Sl No | Description | Qty | Unit | MANISH SINGH KUWARBI L1 | M/S G. S. MATIYANI AND SONS L2 | SATISH KUMAR SINGH L5 | M/S BHAWANI CONSTRUCTION L6 | ms triveni nirman L4 | M/s RK JOSHI&SONS L7 | M/S Swarn Constructions L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil | 160.5 | Cum | 300 ₹48,150 | 396 ₹63,558 | 450 ₹72,225 | 450 ₹72,225 | 400 ₹64,200 | 490 ₹78,645 | 400 ₹64,200 |
| 2.00 | -ditto- as per item No 01 above but depth exceeding 1.5 mtr and n.exc. 3.00 mtr | 8.9 | Cum | 400 ₹3,560 | 486 ₹4,325.40 | 550 ₹4,895 | 490 ₹4,361 | 480 ₹4,272 | 565 ₹5,028.50 | 480 ₹4,272 |
| 3.00 | M & L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation complete all as directed by Engr-in-charge. | 14.9 | Cum | 6,500 ₹96,850 | 693 ₹10,325.70 | 750 ₹11,175 | 7,200 ₹1.1 L | 7,000 ₹1.0 L | 750 ₹11,175 | 7,000 ₹1.0 L |
| 4.00 | M&L Precast cement concrete 1:3:6 type C1(using 20 mm graded stone agg) as in block masonry with solid blocks exc 10 cm in width and set in cement mortar 1:6 complete all as specified and directed. | 123.7 | Cum | 9,000 ₹11.1 L | 10,800 ₹13.4 L | 10,855 ₹13.4 L | 10,900 ₹13.5 L | 10,800 ₹13.4 L | 12,000 ₹14.8 L | 10,000 ₹12.4 L |
| 5.00 | Returning filling in including spreading leveling watering and well ramming in layers n.exc 25cm thick complete all as specified & directed by Engr-in-charge. | 77.6 | Cum | 200 ₹15,520 | 279 ₹21,650.40 | 350 ₹27,160 | 300 ₹23,280 | 290 ₹22,504 | 300 ₹23,280 | 290 ₹22,504 |
| 6.00 | Removing excavated material n exc. 50m and depositing where
directed at a level n exc. 1.5 m above the starting point | 81.32 | Cum | 290 ₹23,582.80 | 351 ₹28,543.32 | 10 ₹813.20 | 380 ₹30,901.60 | 350 ₹28,462 | 390 ₹31,714.80 | 350 ₹28,462 |
| 7.00 | Hand packing of broken stone ( any thickness) at back of the retaining wall etc and raising and lowering to required level complete all as specified and directed. | 240 | Cum | 1,000 ₹2.4 L | 1,008 ₹2.4 L | 1,260 ₹3.0 L | 1,150 ₹2.8 L | 1,200 ₹2.9 L | 1,790 ₹4.3 L | 1,100 ₹2.6 L |
| 8.00 | S&F PVC (SWR) pipes 75 mm dia single socketed, in any length with rubber ring joints, fixed on walls or floors complete all as specified and as directed | 150 | RM | 200 ₹30,000 | 288 ₹43,200 | 360 ₹54,000 | 300 ₹45,000 | 250 ₹37,500 | 325 ₹48,750 | 250 ₹37,500 |
| 9.00 | M&L for raised pointing to block in course or ashlar masonry or concrete block walling in Cement mortar1:4 as specified by Engr-in-Charge and as directed | 12 | 10 Sqm | 450 ₹5,400 | 603 ₹7,236 | 650 ₹7,800 | 600 ₹7,200 | 550 ₹6,600 | 600 ₹7,200 | 550 ₹6,600 |
| 10.00 | M & L for Hard core of broken stone or boulders, broken to gauge n exc 63 mm, all as specified | 3.38 | Cum | 1,050 ₹3,549 | 1,287 ₹4,350.06 | 1,340 ₹4,529.20 | 1,300 ₹4,394 | 1,250 ₹4,225 | 1,265 ₹4,275.70 | 1,250 ₹4,225 |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
15 Apr 2026, 6:00 pmClosed
GE Ranikhet
GE (MES) RANIKHET
PROVN OF PCC BLOCK RETAINING WALL NEAR BLDG NO P 7 P 8 AND CRASH BARRIER AT CHAUBATTIA
2026_MES_757939_1
GE/RKT/101 OF 2025-26
Limited
Civil Works
90 days
Chaubattia
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE Ranikhet
₹87,000
Yes
3 Jun 2026
30 Mar 2026
22 Apr 2026
30 Mar 2026
15 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil | - | Cum | - | - | |
-ditto- as per item No 01 above but depth exceeding 1.5 mtr and n.exc. 3.00 mtr | - | Cum | - | - | |
M & L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation complete all as directed by Engr-in-charge. | - | Cum | - | - | |
M&L Precast cement concrete 1:3:6 type C1(using 20 mm graded stone agg) as in block masonry with solid blocks exc 10 cm in width and set in cement mortar 1:6 complete all as specified and directed. | - | Cum | - | - | |
Returning filling in including spreading leveling watering and well ramming in layers n.exc 25cm thick complete all as specified & directed by Engr-in-charge. | - | Cum | - | - | |
Removing excavated material n exc. 50m and depositing where
directed at a level n exc. 1.5 m above the starting point | - | Cum | - | - | |
Hand packing of broken stone ( any thickness) at back of the retaining wall etc and raising and lowering to required level complete all as specified and directed. | - | Cum | - | - | |
S&F PVC (SWR) pipes 75 mm dia single socketed, in any length with rubber ring joints, fixed on walls or floors complete all as specified and as directed | - | RM | - | - | |
M&L for raised pointing to block in course or ashlar masonry or concrete block walling in Cement mortar1:4 as specified by Engr-in-Charge and as directed | - | 10 Sqm | - | - | |
M & L for Hard core of broken stone or boulders, broken to gauge n exc 63 mm, all as specified | - | Cum | - | - |
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