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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.9 LAccepted-Finance IV 54 DIVYA COMPLEX RAJEEV NAGAR BOY S COMPANY ARUVANKADU THE NILGIRIS 643202 | ARUVANKADU | THE NILGIRIS | TAMIL NADU | 643202 | ₹44.9 L | L1 | Accepted-Finance BEING L1 BIDDER |
| 2 | L2₹46.1 L+₹1.2 L (2.76%)Rejected-Finance 30 H SELBOURNE ROAD NEAR S M HOSPITAL UDHAGAMANDALAM THE NILGIRIS TAMIL NADU 643 001 | UDHAGAMANDALAM | THE NILGIRIS | TAMIL NADU | 643001 | ₹46.1 L+₹1.2 L (2.76%) | L2 | Rejected-Finance BEING NOT L1 BIDDER |
| 3 | L3₹46.1 L+₹1.3 L (2.80%)Rejected-Finance NO 10 130B ST1 JAGATHALA ROAD ARUVANKADU VINAYAGAR KOVIL STREET KETHI THE NILGIRIS TAMIL NADU 643 202 | KETHI | THE NILGIRIS | TAMIL NADU | 643202 | ₹46.1 L+₹1.3 L (2.80%) | L3 | Rejected-Finance BEING NOT L1 BIDDER |
| 4 | L4₹47.2 L+₹2.3 L (5.10%)Rejected-Finance | ₹47.2 L+₹2.3 L (5.10%) | L4 | Rejected-Finance BEING NOT L1 BIDDER |
| 5 | L5₹49.8 L+₹4.9 L (10.9%)Rejected-Finance 138A STANLEY PARK OTTUPATTARAI POST COONOOR 643 105 THE NILGIRIS TAMIL NADU | THE NILGIRIS | TAMIL NADU | 643105 | ₹49.8 L+₹4.9 L (10.9%) | L5 | Rejected-Finance BEING NOT L1 BIDDER |
| Sl No | Description | Qty | Unit | m/s prabakaran L1 | Shree Jayam Enterprises L5 | ACK ENGINEERING AND CONSTRUCTION L8 | ACE PROMOTERS L6 | KGP BUILDERS L2 | P2 CONSTRUCTION L3 | SRINIVASAN&CO L4 | VVM CONSTRUCTIONS L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 exc 1.5 m in depth and getting out in soft/loose soil complete | 65 | Cum | 485 ₹31,525 | 365 ₹23,725 | 312 ₹20,280 | 290 ₹18,850 Lowest | 550 ₹35,750 | 500 ₹32,500 | 355 ₹23,075 | 382 ₹24,830 |
| 2.00 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm in hard/dense soil complete all as specified and as directed. | 25 | Cum | 180 ₹4,500 Lowest | 350 ₹8,750 | 400 ₹10,000 | 380 ₹9,500 | 250 ₹6,250 | 300 ₹7,500 | 385 ₹9,625 | 385 ₹9,625 |
| 3.00 | Removal of excavated material exc 1.5 KM and n.exc 5.0 KM and deposited where directed complete all as specified. | 40 | Cum | 680 ₹27,200 | 320 ₹12,800 | 420 ₹16,800 | 380 ₹15,200 | 260 ₹10,400 Lowest | 300 ₹12,000 | 385 ₹15,400 | 335 ₹13,400 |
| 4.00 | Demoilition of cement oncrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed | 16.8 | Cum | 1,450 ₹24,360 | 1,060 ₹17,808 | 1,150 ₹19,320 | 1,270 ₹21,336 | 1,050 ₹17,640 Lowest | 1,100 ₹18,480 | 1,200 ₹20,160 | 1,285 ₹21,588 |
| 5.00 | Excavation in post holes (or similar holes) each n exc 0.5cum getting out returning filling in and ramming earth or broken rubble mixed with earth around in layers n exc 25cm ,in watering and removing surplus soil to a distance n exe 50m and making good surface in hard/dense soil all as specified and directed. | 11 | Each | 460 ₹5,060 | 280 ₹3,080 | 350 ₹3,850 | 308 ₹3,388 | 210 ₹2,310 Lowest | 400 ₹4,400 | 385 ₹4,235 | 245 ₹2,695 |
| 6.00 | M&L plain cement concrete 1:4:8 type D2 (40 mm graded aggregate) as in foundation filling and mass concrete complete all as specified and as directed. | 8.5 | Cum | 6,850 ₹58,225 | 8,500 ₹72,250 | 7,100 ₹60,350 | 7,300 ₹62,050 | 9,500 ₹80,750 | 6,500 ₹55,250 Lowest | 8,888 ₹75,548 | 9,585 ₹81,472.5 |
| 7.00 | M&L Reinforced cement concrete using Type B1 1:2:4 20 mm graded stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete. | 7.71 | Cum | 10,500 ₹80,955 Lowest | 13,450 ₹1,03,699.5 | 14,450 ₹1,11,409.5 | 13,600 ₹1,04,856 | 13,500 ₹1,04,085 | 12,500 ₹96,375 | 12,500 ₹96,375 | 13,850 ₹1,06,783.5 |
| 8.00 | M&L Reinforced cement concrete using Type B1 1:2:4 20 mm graded stone aggregates as Columns, pillars, piers, posts and struts complete all as specified and as directed. | 3.66 | Cum | 10,800 ₹39,528 Lowest | 13,450 ₹49,227 | 14,250 ₹52,155 | 13,600 ₹49,776 | 13,500 ₹49,410 | 12,600 ₹46,116 | 12,650 ₹46,299 | 12,385 ₹45,329.1 |
| 9.00 | M&L Reinforced cement concrete using Type B1 1:2:4 20 mm graded stone aggregates as Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. | 1.8 | Cum | 10,780 ₹19,404 Lowest | 13,450 ₹24,210 | 14,250 ₹25,650 | 13,600 ₹24,480 | 13,500 ₹24,300 | 12,500 ₹22,500 | 13,500 ₹24,300 | 13,850 ₹24,930 |
| 10.00 | M&L use and waste of timber as in formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, for fair finished surfaces of concrete flat complete all as specified and as directed. | 16 | Sqm | 650 ₹10,400 Lowest | 750 ₹12,000 | 670 ₹10,720 | 730 ₹11,680 | 850 ₹13,600 | 780 ₹12,480 | 788 ₹12,608 | 915 ₹14,640 |
Tender Value
₹41 L
EMD Value
₹82,000
Closing Date
18 Jul 2026, 6:00 pmClosed
Shri Pawan Kumar Goswami, EE, GE DSSC
BARRACKS-POST, WELLINGTON, THE NILGIRIS, TAMIL NADU, PIN-643231
PROVN OF STORAGE ROOM FOR SAND MODEL HALL AT BUILDING NO - 70 DSSC WELLINGTON
2026_MES_773846_1
8629/E8
Open Tender
Civil Works
Item Rate
180 days
WELLINGTON
PLEASE REFER TENDER DOCUMENTS AND NIT
8 documents required · 8 mandatory
₹500
GE DSSC WELLINGTON
₹82,000
Yes
12 Sept 2026
20 Jun 2026
25 Jul 2026
20 Jun 2026
18 Jul 2026
4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 exc 1.5 m in depth and getting out in soft/loose soil complete | 65 | Cum | - | - |
| 2 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm in hard/dense soil complete all as specified and as directed. | 25 | Cum | - | - |
| 3 | Removal of excavated material exc 1.5 KM and n.exc 5.0 KM and deposited where directed complete all as specified. | 40 | Cum | - | - |
| 4 | Demoilition of cement oncrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed | 16.8 | Cum | - | - |
| 5 | Excavation in post holes (or similar holes) each n exc 0.5cum getting out returning filling in and ramming earth or broken rubble mixed with earth around in layers n exc 25cm ,in watering and removing surplus soil to a distance n exe 50m and making good surface in hard/dense soil all as specified and directed. | 11 | Each | - | - |
| 6 | M&L plain cement concrete 1:4:8 type D2 (40 mm graded aggregate) as in foundation filling and mass concrete complete all as specified and as directed. | 8.5 | Cum | - | - |
| 7 | M&L Reinforced cement concrete using Type B1 1:2:4 20 mm graded stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete. | 7.71 | Cum | - | - |
| 8 | M&L Reinforced cement concrete using Type B1 1:2:4 20 mm graded stone aggregates as Columns, pillars, piers, posts and struts complete all as specified and as directed. | 3.66 | Cum | - | - |
| 9 | M&L Reinforced cement concrete using Type B1 1:2:4 20 mm graded stone aggregates as Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. | 1.8 | Cum | - | - |
| 10 | M&L use and waste of timber as in formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, for fair finished surfaces of concrete flat complete all as specified and as directed. | 16 | Sqm | - | - |
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