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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.9 LAccepted-AOC | L1 | Accepted-AOC As directed by CWC, Contract Agreement is placed on the L1 Contractor, Ms. Sri Krishna Agencies, Chennai at their revised quoted total amount of Rs. 39,90,410 /- for the subject work. | |
| 2 | L2₹42.2 L+₹2.2 L (5.59%)Rejected-Finance | L2 | Rejected-Finance Being L2 contractor, not accepted by CWC | |
| 3 | L3₹50.5 L+₹10.6 L (26.5%)Rejected-Finance | L3 | Rejected-Finance Being L3 contractor, not accepted by CWC |
| Sl No | Description | Qty | Unit | Siva Enterprises L3 | B.V.Enterprises L2 | Sri Krishna Agencies L1 |
|---|---|---|---|---|---|---|
| 1.00 | Demolition of brickwork or stone boulder masonary built in cement mortar or cement lime mortar including quions, arches, pillars etc. | 150 | CUM | 2,500 ₹3,75,000 | 1,550 ₹2,32,500 | 600 ₹90,000 Lowest |
| 2.00 | Earth work excavation in Soft soil for foundation width and depth not exceeding 1.50m and getting out. | 130 | CUM | 855 ₹1,11,150 | 675 ₹87,750 | 500 ₹65,000 Lowest |
| 3.00 | Material and labour for sand filling in foundation including watering and consolidation. | 25 | CUM | 2,455 ₹61,375 | 1,974 ₹49,350 | 1,900 ₹47,500 Lowest |
| 4.00 | M&L for PCC 1:3:6 C2 Type using 40mm grade aggreated in foundation filling & mass concrete. | 42 | CUM | 6,455 ₹2,71,110 | 5,500 ₹2,31,000 Lowest | 5,700 ₹2,39,400 |
| 5.00 | Material and labour for PCC Type B1 1:2:4 20mm graded aggregate in flooring. | 35 | CUM | 7,955 ₹2,78,425 | 6,533 ₹2,28,655 Lowest | 6,900 ₹2,41,500 |
| 6.00 | M & L for R.C.C A1 Type, 1: 1.5: 3, 20mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete | 10 | CUM | 8,955 ₹89,550 | 7,390 ₹73,900 | 7,300 ₹73,000 Lowest |
| 7.00 | M & L for R.C.C A1 Type, 1: 1.5: 3, 20mm graded aggregate in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses | 15 | CUM | 9,455 ₹1,41,825 | 8,300 ₹1,24,500 | 7,400 ₹1,11,000 Lowest |
| 8.00 | Material and Labour for flat formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter | 300 | SQM | 855 ₹2,56,500 | 700 ₹2,10,000 | 360 ₹1,08,000 Lowest |
| 9.00 | Material and labour for deformed or twisted mild steel bars 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire not less than 0.9 mm dia | 4,225 | KG | 105 ₹4,43,625 | 110 ₹4,64,750 | 88 ₹3,71,800 Lowest |
| 10.00 | Material and labour for Precast cement concrete Type B1 1:2:4 20 mm graded aggregate set in cement mortar 1:6 in landings, cover slabs, manholes chullah hoods, chajjas water troughs, mangers, shelves and similar articles with plain faces (cover slab) | 40 | CUM | 11,455 ₹4,58,200 | 10,000 ₹4,00,000 Lowest | 10,000 ₹4,00,000 Lowest |
Tender Value
₹47.5 L
EMD Value
₹95,100
Closing Date
1 Jul 2025, 2:00 pmClosed
THE CGM, HVF
THE CGM, HVF, CEO, AVADI, CHENNAI, 600 054.
REPAIRS TO DAMAGED STORM WATER DRAINS AND DAMAGED COVER SLABS OVER DRAINS INSIDE FACTORY AREA AT OLD AND NEW FACILITY IN HVF, AVADI.
2025_AVNL_238273_1
HVF/TE/13025/CEO/2025-26/19
Open Tender
Civil Works
Works
180 days
HVF, AVADI
DETAILS ENCLOSED.
8 documents required · 8 mandatory
₹0
₹95,100
11 Aug 2025
16 Jun 2025
2 Jul 2025
16 Jun 2025
1 Jul 2025
16 Jun 2025
Amount
Demolition of brickwork or stone boulder masonary built in cement mortar or cement lime mortar including quions, arches, pillars etc.
Earth work excavation in Soft soil for foundation width and depth not exceeding 1.50m and getting out.
Material and labour for sand filling in foundation including watering and consolidation.
M&L for PCC 1:3:6 C2 Type using 40mm grade aggreated in foundation filling & mass concrete.
Material and labour for PCC Type B1 1:2:4 20mm graded aggregate in flooring.
M & L for R.C.C A1 Type, 1: 1.5: 3, 20mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete
M & L for R.C.C A1 Type, 1: 1.5: 3, 20mm graded aggregate in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses
Material and Labour for flat formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter
Material and labour for deformed or twisted mild steel bars 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire not less than 0.9 mm dia
Material and labour for Precast cement concrete Type B1 1:2:4 20 mm graded aggregate set in cement mortar 1:6 in landings, cover slabs, manholes chullah hoods, chajjas water troughs, mangers, shelves and similar articles with plain faces (cover slab)
M & L for Brick work built in CM.1:6 using Sub-Class “B” Bricks,straight or curved on plan exc 6m mean radius.
M & L for providing a cement concrete layer average thickness 40mm using B-0 type concrete 1:2:4 (12.5mm graded aggregate)
M & L for walling of random rubble, uncoursed stone masonary built in CM.1:6 .
Taking down cement plaster on brick or stone walls,etc.including raking out joints,hacking for key,scrubbing down with water,etc.
M & L for providing Dubbing in CM 1:4, 10mm thick on brick / concrete surface.
M & L for plastering in CM 1:4, 15mm thick on fair faces of brick work and concrete surfaces.
Material and labour for concrete bed of cement concrete 1:3:6 type C-2 bore of pipe in 300 mm to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested.
M & L for reinforced concrete pipes in 300mm, class NP2, laid and jointed complete with collars.
Removal of excavated soils exceeding 250m but not exceeding 500 mm and depositing where directed.
Removal of excavated rock exceeding 250m but not exceeding 500 mm and depositing where directed.
Returning / refilling of soil / loose including spreading, leveling, watering and well ramming in layers not exceeding 25 cm.
B.V.Enterprises (BID ID -867479)
Siva Enterprises (BID ID -867648)
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