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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹1.5 Cr+₹30.5 L (24.7%)Rejected-Finance | ₹1.5 Cr+₹30.5 L (24.7%) | L2 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/s DS Enterprises L2 | RAMESH SINGH ADHIKARI L1 |
|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep getting out in soft/loose soil complete all as specified and as directed. | 806.5 | Sqm | 50 ₹40,325 Lowest | 50 ₹40,325 Lowest |
| 2.00 | Surface excavation n.exc. 30 cm deep and averaging 15 cm deep and getting out in in soft/loose soil complete all as specified and as directed. | 120 | Sqm | 100 ₹12,000 Lowest | 150 ₹18,000 |
| 3.00 | Surface excavation n.exc. 30 cm deep and averaging 15 cm deep and getting out in in hard/dense soil complete all as specified and as directed. | 200 | Sqm | 200 ₹40,000 Lowest | 230 ₹46,000 |
| 4.00 | Excvation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose of soil complete all as specified and as directed. | 340 | Cum | 450 ₹1,53,000 | 400 ₹1,36,000 Lowest |
| 5.00 | Excvation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense of soil complete all as specified and as directed. | 9.78 | Cum | 1,000 ₹9,780 | 800 ₹7,824 Lowest |
| 6.00 | M&L for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) n exc 1.5 mtr including getting out and disposal of excavated earth in hard dense soil and .lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge | 240 | Cum | 800 ₹1,92,000 | 400 ₹96,000 Lowest |
| 7.00 | M & L for 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. | 73.5 | Cum | 2,200 ₹1,61,700 | 1,500 ₹1,10,250 Lowest |
| 8.00 | M&L for cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation, filling, mass concrete, sub-base & apron etc complete all as specified and directed. | 72 | Cum | 6,000 ₹4,32,000 | 5,000 ₹3,60,000 Lowest |
| 9.00 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate) as in foundation & mass concrete bed of manhole etc. complete all as specified and directed. | 0.25 | Cum | 7,000 ₹1,750 | 6,500 ₹1,625 Lowest |
| 10.00 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate) as in bed of drain pipes, laid to falls including packing under, haunching against the sides of pipes after they are laid, jointed and tested for 150mm bore pipe complete all as specified and directed. | 25 | Rm | 600 ₹15,000 | 300 ₹7,500 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹2.1 L
Closing Date
18 May 2026, 6:00 pmClosed
CWE (HILLS) PITHORAGARH
HQ CWE (HILLS) PITHORAGARH POST OFFICE - BHARKATIA DISTRICT - PITHORAGARH STATE - UTTARAKHAND PIN 262520
CA NO. CWE/HILLS/RKT/04 OF 2026-2027 PROVN OF CERTAIN TRAINING SHEDS AND CERTAIN TOILET BLOCK FOR AGNIVEER AT KUMAON REGIMENT CENTRE
2026_MES_761087_1
89404/26-27/E8
Open Tender
Civil Works
Item Rate
300 days
RANIKHET
Class - B
9 documents required · 9 mandatory
₹1,000
GE (MES) RANIKHET
₹2.1 L
Yes
19 Jun 2026
20 Apr 2026
25 May 2026
20 Apr 2026
18 May 2026
11 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15 cm deep getting out in soft/loose soil complete all as specified and as directed. | - | Sqm | - | - |
| 2 | Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in in soft/loose soil complete all as specified and as directed. | - | Sqm | - | - |
| 3 | Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in in hard/dense soil complete all as specified and as directed. | - | Sqm | - | - |
| 4 | Excvation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose of soil complete all as specified and as directed. | - | Cum | - | - |
| 5 | Excvation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense of soil complete all as specified and as directed. | - | Cum | - | - |
| 6 | M&L for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) n exc 1.5 mtr including getting out and disposal of excavated earth in hard dense soil and .lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge | - | Cum | - | - |
| 7 | All as per item No. 6 here in befoe, but depth exc. 1.5m but n. exc. 3.00 m. | - | Cum | - | - |
| 8 | M & L for 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 | - | - |
| 9 | M&L for cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation, filling, mass concrete, sub-base & apron etc complete all as specified and directed. | - | Cum | - | - |
| 10 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate) as in foundation & mass concrete bed of manhole etc. complete all as specified and directed. | - | Cum | - | - |
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