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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC LOWER SICHEY NEAR FOREST CHECK POST GANGTOK 737101 EAST SIKKIM | GANGTOK | EAST SIKKIM | SIKKIM | 737101 | ₹3.9 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹4.0 Cr+₹5.0 L (1.29%)Rejected-Finance 11 GURU NANAK MARKET AMBALA ROAD SAHARANPUR 247001 | SAHARANPUR | UTTAR PRADESH | 247001 | ₹4.0 Cr+₹5.0 L (1.29%) | L2 | Rejected-Finance HIGHER THEN L1 BIDDER |
| 3 | Rejected-Technical | - | - | Rejected-Technical The firm has not uploaded requisite documents as per Para 5 of Appx A of NIT |
| 4 | Rejected-Technical | - | - | Rejected-Technical The firm has not uploaded requisite documents as per Para 5 of Appx A of NIT |
| 5 | Rejected-Technical | - | - | Rejected-Technical The firm has not uploaded requisite documents as per Para 5 of Appx A of NIT |
| Sl No | Description | Qty | Unit | M/S KARCHEN LACHUNGPA L1 | Rajan Traders L2 |
|---|---|---|---|---|---|
| 1.00 | Rough excavation n.exc 1.5m in height and getting out in hard/dense soil, for excavation of slope hill to form made up ground level complete all as specified and directed. | 1,058.95 | Cum | 390 ₹4,12,990.5 | 300 ₹3,17,685 Lowest |
| 2.00 | Rough excavation exc 1.5m and n.exc 3.0 m in height and getting out in hard/dense soil, for excavation of slope hill to form made up ground level complete all as specified and directed. | 1,036.19 | Cum | 550 ₹5,69,904.5 | 400 ₹4,14,476 Lowest |
| 3.00 | Rough excavation exc 3.0m and n.exc 4.50m in height and getting out in hard/dense soil, for excavation of slope hill to form made up ground level complete all as specified and directed. | 622.33 | Cum | 550 ₹3,42,281.5 | 500 ₹3,11,165 Lowest |
| 4.00 | Excavation over area n.exc 1.5m deep & getting out in hard/dense soil. Complete all as specified and directed. | 2,062.94 | Cum | 580 ₹11,96,505.2 | 300 ₹6,18,882 Lowest |
| 5.00 | Excavation over area exc 1.5m & n.exc 3.0 m deep & getting out in hard/dense soil. Complete all as specified and directed. | 116.22 | Cum | 550 ₹63,921 | 500 ₹58,110 Lowest |
| 6.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, laying of underground cables etc. or for shafts, wells, cesspits, manholes, pier holes, under groung cables etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft / loose soil, complete all as specified and directed. | 3.21 | Cum | 390 ₹1,251.9 Lowest | 500 ₹1,605 |
| 7.00 | Excavatingin 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 soil including forming bottom surface to required level or slope, complete all as specified and directed. | 64.66 | Cum | 550 ₹35,563 Lowest | 800 ₹51,728 |
| 8.00 | M & L for PCC (1:3:6) type C2 (40 mm grade aggregate) as in foundation, filling and mass concrete. Complete all as specified and directed . | 222.63 | Cum | 10,500 ₹23,37,615 Lowest | 11,500 ₹25,60,245 |
| 9.00 | M & L for PCC 1:3:6 type C2 using 40mm graded agg as in Retaining wall any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including cape and bases Complete all as specified and directed . | 288.85 | Cum | 12,590 ₹36,36,621.5 | 11,500 ₹33,21,775 Lowest |
| 10.00 | M & L for boulder for plump concrete , laid dry hand packed tightly in retaining wall.Complete all as specified and directed . | 91.02 | Cum | 3,180 ₹2,89,443.6 | 2,500 ₹2,27,550 Lowest |
Tender Value
₹3.9 Cr
EMD Value
₹4.6 L
Closing Date
30 Mar 2026, 6:00 pmClosed
CWE
HQ 136 WORKS ENGINEERS PIN - 914136 C/O 99 APO
PROVN OF RETAINING WALL AND CHAIN LINK FENCING AT DIFFERENT LOCATIONS OF INF BN AT LACHUNG UNDER GE 867 EWS 2nd Call
2026_MES_747000_2
CWE/136-WE/75 OF 2025-26
Open Tender
Civil Works
Item Rate
240 days
Kalimpong
Class A, Category a(i)
8 documents required · 8 mandatory
₹3,000
Yes
GE 867 EWS
₹4.6 L
Yes
23 May 2026
16 Mar 2026
31 Mar 2026
16 Mar 2026
30 Mar 2026
23 Mar 2026
16 Mar 2026 - 19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Rough excavation n.exc 1.5m in height and getting out in hard/dense soil, for excavation of slope hill to form made up ground level complete all as specified and directed. | 1,058.95 | Cum | - | - |
| 2 | Rough excavation exc 1.5m and n.exc 3.0 m in height and getting out in hard/dense soil, for excavation of slope hill to form made up ground level complete all as specified and directed. | 1,036.19 | Cum | - | - |
| 3 | Rough excavation exc 3.0m and n.exc 4.50m in height and getting out in hard/dense soil, for excavation of slope hill to form made up ground level complete all as specified and directed. | 622.33 | Cum | - | - |
| 4 | Excavation over area n.exc 1.5m deep & getting out in hard/dense soil. Complete all as specified and directed. | 2,062.94 | Cum | - | - |
| 5 | Excavation over area exc 1.5m & n.exc 3.0 m deep & getting out in hard/dense soil. Complete all as specified and directed. | 116.22 | Cum | - | - |
| 6 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, laying of underground cables etc. or for shafts, wells, cesspits, manholes, pier holes, under groung cables etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft / loose soil, complete all as specified and directed. | 3.21 | Cum | - | - |
| 7 | Excavatingin 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 soil including forming bottom surface to required level or slope, complete all as specified and directed. | 64.66 | Cum | - | - |
| 8 | M & L for PCC (1:3:6) type C2 (40 mm grade aggregate) as in foundation, filling and mass concrete. Complete all as specified and directed . | 222.63 | Cum | - | - |
| 9 | M & L for PCC 1:3:6 type C2 using 40mm graded agg as in Retaining wall any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including cape and bases Complete all as specified and directed . | 288.85 | Cum | - | - |
| 10 | M & L for boulder for plump concrete , laid dry hand packed tightly in retaining wall.Complete all as specified and directed . | 91.02 | Cum | - | - |
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