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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.4 LAdmitted-Finance | ₹44.4 L | L1 | Admitted-Finance |
| 2 | L2₹49.6 L+₹5.2 L (11.8%)Admitted-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | ₹49.6 L+₹5.2 L (11.8%) | L2 | Admitted-Finance |
| 3 | L3₹51.2 L+₹6.8 L (15.4%)Admitted-Finance 109 D ALLAI SALT COMPOUND OLD LAKSHMI THEATRE KRISHNAPURAM COONOOR 643102 THE NILGIRIS | COONOOR | THE NILGIRIS | TAMIL NADU | 643102 | ₹51.2 L+₹6.8 L (15.4%) | L3 | Admitted-Finance |
| 4 | L4₹52.0 L+₹7.6 L (17.1%)Admitted-Finance | ₹52.0 L+₹7.6 L (17.1%) | L4 | Admitted-Finance |
| 5 | L5₹52.7 L+₹8.3 L (18.7%)Admitted-Finance 30 H SELBOURNE ROAD NEAR S M HOSPITAL UDHAGAMANDALAM THE NILGIRIS TAMIL NADU 643 001 | UDHAGAMANDALAM | THE NILGIRIS | TAMIL NADU | 643001 | ₹52.7 L+₹8.3 L (18.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Vishnu Infrastructures L9 | K.AYYAPPAN L3 | ACE PROMOTERS L7 | SREE CONSTRUCTIONS L2 | KGP BUILDERS L5 | VVM CONSTRUCTIONS L8 | VENKATESH L10 | C R and Co L1 | SRINIVASAN&CO L4 | KRA Engineering and Construction L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brick work or stone / boulder masonry, built in cement mortar, including all quoins, arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles etc complete all as specified and as directed | 281 | Cum | 750 ₹2,10,750 | 850 ₹2,38,850 | 1,000 ₹2,81,000 | 600 ₹1,68,600 Lowest | 1,200 ₹3,37,200 | 655 ₹1,84,055 | 925 ₹2,59,925 | 998 ₹2,80,438 | 644 ₹1,80,964 | 850 ₹2,38,850 |
| 2.00 | Demolition of Concrete in ground floors and pavings n. exc 15 cm thickness (below or above ground level) complete all as specified and as directed | 72.5 | Cum | 2,500 ₹1,81,250 | 1,250 ₹90,625 | 1,360 ₹98,600 | 2,200 ₹1,59,500 | 2,300 ₹1,66,750 | 2,350 ₹1,70,375 | 2,350 ₹1,70,375 | 998 ₹72,355 Lowest | 2,345 ₹1,70,012.5 | 1,550 ₹1,12,375 |
| 3.00 | Excavating over areas not exc 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed | 130 | Cum | 400 ₹52,000 | 450 ₹58,500 | 490 ₹63,700 | 390 ₹50,700 Lowest | 420 ₹54,600 | 405 ₹52,650 | 410 ₹53,300 | 580 ₹75,400 | 394 ₹51,220 | 405 ₹52,650 |
| 4.00 | Excavating 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 hard/dense soil complete all as specified and as directed. | 22 | Cum | 500 ₹11,000 | 550 ₹12,100 | 590 ₹12,980 | 460 ₹10,120 | 467 ₹10,274 | 465 ₹10,230 | 462 ₹10,164 | 580 ₹12,760 | 455 ₹10,010 Lowest | 455 ₹10,010 Lowest |
| 5.00 | Returning, filling in including spreading, levelling, watering and well ramming in layers n.exc 25 cm complete all as specified and as directed | 18 | Cum | 200 ₹3,600 | 200 ₹3,600 | 100 ₹1,800 Lowest | 190 ₹3,420 | 260 ₹4,680 | 211 ₹3,798 | 198 ₹3,564 | 130 ₹2,340 | 185 ₹3,330 | 195 ₹3,510 |
| 6.00 | Removing excavated material exc.1.5km but n exc 5.00km and depositing where directed complete all as specified and as directed | 134 | Cum | 400 ₹53,600 | 450 ₹60,300 | 360 ₹48,240 | 360 ₹48,240 | 420 ₹56,280 | 402 ₹53,868 | 397 ₹53,198 | 400 ₹53,600 | 397 ₹53,198 | 345 ₹46,230 Lowest |
| 7.00 | M&L for walling of random rubble uncoursed well bounded bedded and solidly hearted built in CM 1:4 complete all as specified and as directed | 210 | Cum | 7,300 ₹15,33,000 | 6,500 ₹13,65,000 | 6,900 ₹14,49,000 | 6,900 ₹14,49,000 | 7,800 ₹16,38,000 | 7,152 ₹15,01,920 | 7,125 ₹14,96,250 | 5,900 ₹12,39,000 Lowest | 7,250 ₹15,22,500 | 7,550 ₹15,85,500 |
| 8.00 | All as per item no. 7 above but except stones complete all as specified and as directed.
Note:- 1.Stones obatained vide item no 1 shall be re-used after complete removal of old mortars and cleaning. 2. Stones shall used for wallings free of cost. | 20 | Cum | 2,800 ₹56,000 | 3,000 ₹60,000 | 3,900 ₹78,000 | 2,400 ₹48,000 Lowest | 2,650 ₹53,000 | 2,685 ₹53,700 | 2,685 ₹53,700 | 2,500 ₹50,000 | 2,610 ₹52,200 | 3,250 ₹65,000 |
| 9.00 | M&L for PCC 1:4:8 type D2 using 40 mm gradded stone aggregate as in foundation, filling and mass concrete complete all as specified and as directed | 42 | Cum | 7,000 ₹2,94,000 | 6,500 ₹2,73,000 Lowest | 7,300 ₹3,06,600 | 6,900 ₹2,89,800 | 7,500 ₹3,15,000 | 7,152 ₹3,00,384 | 6,952 ₹2,91,984 | 6,500 ₹2,73,000 Lowest | 6,985 ₹2,93,370 | 7,650 ₹3,21,300 |
| 10.00 | Material and labour for Hand packing with broken stone aggregates size of (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed. | 10 | cum | 2,300 ₹23,000 | 2,500 ₹25,000 | 2,350 ₹23,500 | 2,200 ₹22,000 | 2,300 ₹23,000 | 2,245 ₹22,450 | 2,212 ₹22,120 | 2,500 ₹25,000 | 2,194 ₹21,940 Lowest | 3,650 ₹36,500 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
23 Jul 2026, 6:00 pmClosed
Shri Pawan Kumar Goswami, EE, GE DSSC
GE DSSC WELLINGTON
REPAIRS TO RETAINING WALL DRAIN HARDSTANDING AND OTHER CONNECTED WORKS UNDER AGE B R II AT DSSC WELLINGTON
2026_MES_775883_1
8658/E8
Open Tender
Civil Works
Works
270 days
WELLINGTON
PLEASE REFER TENDER DOCUMENTS AND NIT
8 documents required · 8 mandatory
₹500
Yes
GE DSSC WELLINGTON
₹90,000
Yes
2 Sept 2026
2 Jul 2026
30 Jul 2026
2 Jul 2026
23 Jul 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of brick work or stone / boulder masonry, built in cement mortar, including all quoins, arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles etc complete all as specified and as directed | 281 | Cum | - | - |
| 2 | Demolition of Concrete in ground floors and pavings n. exc 15 cm thickness (below or above ground level) complete all as specified and as directed | 72.5 | Cum | - | - |
| 3 | Excavating over areas not exc 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed | 130 | Cum | - | - |
| 4 | Excavating 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 hard/dense soil complete all as specified and as directed. | 22 | Cum | - | - |
| 5 | Returning, filling in including spreading, levelling, watering and well ramming in layers n.exc 25 cm complete all as specified and as directed | 18 | Cum | - | - |
| 6 | Removing excavated material exc.1.5km but n exc 5.00km and depositing where directed complete all as specified and as directed | 134 | Cum | - | - |
| 7 | M&L for walling of random rubble uncoursed well bounded bedded and solidly hearted built in CM 1:4 complete all as specified and as directed | 210 | Cum | - | - |
| 8 | All as per item no. 7 above but except stones complete all as specified and as directed.
Note:- 1.Stones obatained vide item no 1 shall be re-used after complete removal of old mortars and cleaning. 2. Stones shall used for wallings free of cost. | 20 | Cum | - | - |
| 9 | M&L for PCC 1:4:8 type D2 using 40 mm gradded stone aggregate as in foundation, filling and mass concrete complete all as specified and as directed | 42 | Cum | - | - |
| 10 | Material and labour for Hand packing with broken stone aggregates size of (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed. | 10 | cum | - | - |
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