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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹33.8 LAccepted-AOC TANAKPUR ROAD PITHORAGARH UTTARAKHAND | ₹33.8 L | 1 | Accepted-AOC Awarded |
| 2 | 2₹45.4 L+₹11.6 L (34.4%)Rejected-Finance | ₹45.4 L+₹11.6 L (34.4%) | 2 | Rejected-Finance Other than L1 |
| 3 | 3₹46.9 L+₹13.2 L (39.0%)Rejected-Finance | ₹46.9 L+₹13.2 L (39.0%) | 3 | Rejected-Finance Other than L1 |
| 4 | 4₹47.3 L+₹13.5 L (40.1%)Rejected-Finance VILL KASHNI NEAR AANCHAL DAIRY PO BIN PITHORAGARH UTTARAKHAND PIN 262508 | PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262508 | ₹47.3 L+₹13.5 L (40.1%) | 4 | Rejected-Finance Other than L1 |
| 5 | 5₹52.7 L+₹18.9 L (55.9%)Rejected-Finance 232 1 D SHIVLOK KANKARKHERA DISTT MEERUT UP PIN 250001 | MEERUT | MEERUT | UP | 250001 | ₹52.7 L+₹18.9 L (55.9%) | 5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/S G. S. MATIYANI AND SONS L1 | Shikhar ji Enterprises L5 | M/s J P Traders L4 | m/s RC punetha L6 | hem chandra joshi L7 | TD CONSTRUCTION CO. L3 | M/s SAJJANHAR ASSOCIATES BUILDERS & ENGINEERS L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5m wide and not exceeding 3.0 m in depth for foundation etc and getting out in hard/dense soil complete all as specified and as directed. | 357.5 | Cum | 554 ₹1,98,055 | 150 ₹53,625 Lowest | 400 ₹1,43,000 | 400 ₹1,43,000 | 600 ₹2,14,500 | 450 ₹1,60,875 | 223 ₹79,722.5 |
| 2.00 | Surface excavation n exc 30cm deep and averaging 15cm deep and getting out in harde/dense soil complete all as specified and as directed. | 230 | Sqm | 65.3 ₹15,019 | 55 ₹12,650 | 250 ₹57,500 | 100 ₹23,000 | 120 ₹27,600 | 50 ₹11,500 Lowest | 180 ₹41,400 |
| 3.00 | Returning filling including spreading, levelling, watering and well ramming in layers n exc. 25cm (hard/dense soil) complete all as specified and directed. | 282 | Cum | 93.2 ₹26,282.4 | 60 ₹16,920 Lowest | 150 ₹42,300 | 200 ₹56,400 | 230 ₹64,860 | 120 ₹33,840 | 120 ₹33,840 |
| 4.00 | Removing excavated material (Soil) n .exc 50 m and depositing, where directed at a level n. exc 1.5 m above the starting point complete all as specified and as directed. | 110 | Cum | 216.5 ₹23,815 | 100 ₹11,000 Lowest | 250 ₹27,500 | 220 ₹24,200 | 290 ₹31,900 | 200 ₹22,000 | 154 ₹16,940 |
| 5.00 | M&L PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed. | 21.31 | Cum | 3,641 ₹77,589.71 | 5,000 ₹1,06,550 | 3,000 ₹63,930 Lowest | 5,000 ₹1,06,550 | 6,300 ₹1,34,253 | 4,800 ₹1,02,288 | 4,456 ₹94,957.36 |
| 6.00 | M&L RCC M-25 (Design Mix) as in foundation, including raft, footings, foundation beams, plinth beams, Lintel beams ,bases for columns, etc complete all as specified and as directed. | 75.34 | Cum | 5,190 ₹3,91,014.6 Lowest | 8,000 ₹6,02,720 | 7,200 ₹5,42,448 | 10,500 ₹7,91,070 | 9,700 ₹7,30,798 | 8,800 ₹6,62,992 | 7,756 ₹5,84,337.04 |
| 7.00 | M&L RCC M-25 (Design Mix) as in columns, pillars, piers etc complete all as specified and as directed. | 16.04 | Cum | 5,846 ₹93,769.84 Lowest | 8,000 ₹1,28,320 | 7,200 ₹1,15,488 | 10,500 ₹1,68,420 | 9,500 ₹1,52,380 | 9,300 ₹1,49,172 | 7,213 ₹1,15,696.52 |
| 8.00 | M&L form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, plinth beams or similar works vertical or to batter for rough finished surface of concrete | 600.49 | Sqm | 216.5 ₹1,30,006.09 Lowest | 250 ₹1,50,122.5 | 350 ₹2,10,171.5 | 300 ₹1,80,147 | 345 ₹2,07,169.05 | 250 ₹1,50,122.5 | 234 ₹1,40,514.66 |
| 9.00 | M&L form work to sides of pillars, posts, struts, columns for rough finished surface of concrete complete all as specified and directed. | 315 | Sqm | 401 ₹1,26,315 | 300 ₹94,500 | 350 ₹1,10,250 | 300 ₹94,500 | 330 ₹1,03,950 | 300 ₹94,500 | 234 ₹73,710 Lowest |
| 10.00 | M&L mild steel TMT bars 10mm dia and over, cut to length, bent to shape required incl cranking, bending spirally for hoping for columns hooking ends and bindind with ms wire (annealed) not less than 0.9mm dia quality confirming to all as specified. | 9,399 | Kg | 70.52 ₹6,62,817.48 Lowest | 105 ₹9,86,895 | 100 ₹9,39,900 | 112 ₹10,52,688 | 115 ₹10,80,885 | 95 ₹8,92,905 | 112 ₹10,52,688 |
Tender Value
₹51.2 L
EMD Value
₹1.0 L
Closing Date
10 Aug 2026, 6:00 pmClosed
CWE (HILLS) PITHORAGARH
HQ CWE (HILLS) PITHORAGARH POST OFFICE - BHARKATIA DISTRICT - PITHORAGARH STATE - UTTARAKHAND PIN 262520
CA NO. CWE/HILLS/PGH/59 OF 2026-2027 PROVN OF BOUNDARY WALL WITH CONCERTINA COIL IN KV PITHORAGARH
2026_MES_777564_1
89439/26-27/E8
Open Tender
Civil Works
Item Rate
270 days
PITHORAGARH
Class - C
9 documents required · 9 mandatory
₹1,000
GE (MES) PITHORAGARH
₹1.0 L
Yes
15 Sept 2026
9 Jul 2026
17 Aug 2026
9 Jul 2026
10 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exceeding 1.5m wide and not exceeding 3.0 m in depth for foundation etc and getting out in hard/dense soil complete all as specified and as directed. | 357.5 | Cum | - | - |
| 2 | Surface excavation n exc 30cm deep and averaging 15cm deep and getting out in harde/dense soil complete all as specified and as directed. | 230 | Sqm | - | - |
| 3 | Returning filling including spreading, levelling, watering and well ramming in layers n exc. 25cm (hard/dense soil) | 282 | Cum | - | - |
| 4 | Removing excavated material (Soil) n .exc 50 m and depositing, where directed at a level n. exc 1.5 m above the starting point complete all as specified and as directed. | 110 | Cum | - | - |
| 5 | M&L PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed. | 21.31 | Cum | - | - |
| 6 | M&L RCC M-25 (Design Mix) as in foundation, including raft, footings, foundation beams, plinth beams, Lintel beams ,bases for columns, etc complete all as specified and as directed. | 75.34 | Cum | - | - |
| 7 | M&L RCC M-25 (Design Mix) as in columns, pillars, piers etc complete all as specified and as directed. | 16.04 | Cum | - | - |
| 8 | M&L form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, plinth beams or similar works vertical or to batter for rough finished surface of concrete | 600.49 | Sqm | - | - |
| 9 | M&L form work to sides of pillars, posts, struts, columns for rough finished surface of concrete | 315 | Sqm | - | - |
| 10 | M&L mild steel TMT bars 10mm dia and over, cut to length, bent to shape required incl cranking, bending spirally for hoping for columns hooking ends and bindind with ms wire (annealed) not less than 0.9mm dia quality confirming to all as specified. | 9,399 | Kg | - | - |
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