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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.3 LAccepted-Finance RAM JANAKI THAKURBARI J T ROAD DIMAPUR 797112 NAGALAND | DIMAPUR | NAGALAND | 797112 | ₹46.3 L | L1 | Accepted-Finance Bid In Order |
| 2 | L2₹47.3 LAccepted-Finance F F 4649 198 OLD PLOT NO 1A KH NO 4155 905 107 NEW MODERN NEW MODERN SHAHDARA SHAHDARA DELHI 110032 UDYAM DL 05 0028286 | SHAHDARA | DELHI | 110032 | ₹47.3 L | L2 | Accepted-Finance Bid In Order |
| 3 | L3₹47.7 LAccepted-Finance | ₹47.7 L | L3 | Accepted-Finance Bid In Order |
| 4 | L4₹48.0 LAccepted-Finance | ₹48.0 L | L4 | Accepted-Finance Bid In Order |
| 5 | L5₹48.1 LAccepted-Finance | ₹48.1 L | L5 | Accepted-Finance Bid In Order |
| Sl No | Description | Qty | Unit | KAILASH KUMAR LADHA L6 | M/s K P Enterprises L4 | Rameshwar Prasad L7 | SHRI BANARSI PRASAD L1 | M/S VIKASH TRADERS L5 | M/S RAHUL TRADING CO. L2 | MM Dhar Enterprise L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete in ground floor and pavings n.exc 15 cm thick below or above ground level complete all as specified and as directed. | 23 | Cum | 1,500 ₹34,500 | 1,440 ₹33,120 | 1,435 ₹33,005 | 1,300 ₹29,900 | 1,350 ₹31,050 | 1,545 ₹35,535 | 1,550 ₹35,650 |
| 2.00 | M & L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as bond stone including necessary form work set in CM (1:6) complete all as specified and as directed. | 10 | Cum | 10,000 ₹1 L | 10,100 ₹1.0 L | 9,900 ₹99,000 | 9,500 ₹95,000 | 9,750 ₹97,500 | 9,600 ₹96,000 | 9,710 ₹97,100 |
| 3.00 | M & L for PCC (1:3:6) type C-1 (using 20mm graded stone aggregate) as in coping including necessary form work complete all as specified and as directed. | 4 | Cum | 10,000 ₹40,000 | 10,100 ₹40,400 | 9,900 ₹39,600 | 9,500 ₹38,000 | 9,740 ₹38,960 | 9,600 ₹38,400 | 9,700 ₹38,800 |
| 4.00 | M & L for walling of random rubble, uncoursed well bonded, bedded and solidly hearted, built in CM (1:4) including provision of weep holes including demolition of old stone boulder masonry complete all as specified and as directed. | 93 | Cum | 8,100 ₹7.5 L | 8,050 ₹7.5 L | 8,250 ₹7.7 L | 7,900 ₹7.3 L | 8,000 ₹7.4 L | 7,920 ₹7.4 L | 8,120 ₹7.6 L |
| 5.00 | M & L for walling of random rubble, uncoursed well bonded, bedded and solidly hearted, built in CM (1:6) including provision of weep holes including demolition of old stone boulder masonry complete all as specified and as directed. | 98 | Cum | 8,000 ₹7.8 L | 8,000 ₹7.8 L | 8,120 ₹8.0 L | 7,700 ₹7.5 L | 7,900 ₹7.7 L | 7,900 ₹7.7 L | 7,950 ₹7.8 L |
| 6.00 | All as per ser No 5.00 (here-in-before) but except stones. | 50 | Cum | 3,900 ₹1.9 L | 3,920 ₹2.0 L | 3,920 ₹2.0 L | 3,750 ₹1.9 L | 3,725 ₹1.9 L | 3,740 ₹1.9 L | 3,800 ₹1.9 L |
| 7.00 | M&L for raised pointing to random or polygonal rubble uncoursed or brought up to course in CM (1:4) complete all as specified and as directed. | 30 | Per 10 Sqm | 2,700 ₹81,000 | 2,650 ₹79,500 | 2,620 ₹78,600 | 2,500 ₹75,000 | 2,625 ₹78,750 | 2,510 ₹75,300 | 2,550 ₹76,500 |
| 8.00 | S&F for 110 mm dia PVC (SWR) pipe single socketed in any length with rubber joints laid in trenches/,floor/weep holes and similar work all complete all as specified and as directed. | 250 | Rm | 460 ₹1.1 L | 455 ₹1.1 L | 550 ₹1.4 L | 450 ₹1.1 L | 453 ₹1.1 L | 453 ₹1.1 L | 520 ₹1.3 L |
| 9.00 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in deepth; for foundation etc or for shafts, wells, cesspits, manhole, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | 5 | Cum | 450 ₹2,250 | 455 ₹2,275 | 356 ₹1,780 | 320 ₹1,600 | 360 ₹1,800 | 440 ₹2,200 | 360 ₹1,800 |
| 10.00 | M & L for PCC (1:3:6), type C-2 (using 40mm graded stone aggregate) as in foundation complete all as specified and directed. | 10 | Cum | 9,500 ₹95,000 | 9,000 ₹90,000 | 8,800 ₹88,000 | 8,700 ₹87,000 | 8,710 ₹87,100 | 9,000 ₹90,000 | 8,800 ₹88,000 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
15 May 2026, 6:00 pmClosed
GE 868 EWS
GE 868 EWS PIN- 913 868 C/o 99 APO
REPAIR OR MAINT OF BOUNDARY OR COMPOUND OR RETAINING WALL AT NE ZONE AT RMS
2026_MES_761965_1
8985/C/E8
Open Tender
Civil Works
270 days
RANGAPAHAR
Class D, Category a(i)
2 documents required · 2 mandatory
₹500
GE 868 EWS
₹90,000
1 Jun 2026
24 Apr 2026
18 May 2026
24 Apr 2026
15 May 2026
8 May 2026
24 Apr 2026 - 1 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Demolition of cement concrete in ground floor and pavings n.exc 15 cm thick below or above ground level complete all as specified and as directed. | - | Cum | - | - | |
M & L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as bond stone including necessary form work set in CM (1:6) complete all as specified and as directed. | - | Cum | - | - | |
M & L for PCC (1:3:6) type C-1 (using 20mm graded stone aggregate) as in coping including necessary form work complete all as specified and as directed. | - | Cum | - | - | |
M & L for walling of random rubble, uncoursed well bonded, bedded and solidly hearted, built in CM (1:4) including provision of weep holes including demolition of old stone boulder masonry complete all as specified and as directed. | - | Cum | - | - | |
M & L for walling of random rubble, uncoursed well bonded, bedded and solidly hearted, built in CM (1:6) including provision of weep holes including demolition of old stone boulder masonry complete all as specified and as directed. | - | Cum | - | - | |
All as per ser No 5.00 (here-in-before) but except stones. | - | Cum | - | - | |
M&L for raised pointing to random or polygonal rubble uncoursed or brought up to course in CM (1:4) complete all as specified and as directed. | - | Per 10 Sqm | - | - | |
S&F for 110 mm dia PVC (SWR) pipe single socketed in any length with rubber joints laid in trenches/,floor/weep holes and similar work all complete all as specified and as directed. | - | Rm | - | - | |
Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in deepth; for foundation etc or for shafts, wells, cesspits, manhole, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | - | Cum | - | - | |
M & L for PCC (1:3:6), type C-2 (using 40mm graded stone aggregate) as in foundation complete all as specified and directed. | - | Cum | - | - |
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