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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | ₹5.0 L | L1 | Accepted-AOC LESS |
| 2 | L2₹5.1 L+₹5,685.52 (1.14%)Rejected-AOC PALLA STREET VENGANTHUR VILUPPURAM | ₹5.1 L+₹5,685.52 (1.14%) | L2 | Rejected-AOC ABOVE |
| Sl No | Description | Qty | Unit | SELVANAYAGI BUILDERS & DEVELOPERS L1 | NAVEEN CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Relaying the RCC coverb for drain as per deparmental officer etc., Complete | 25 | m2 | 600 ₹15,000 Lowest | 610 ₹15,250 |
| 2.00 | Relaying the RCC coverb for drain as per deparmental officer etc., Complete | 25 | m2 | 660 ₹16,500 Lowest | 675 ₹16,875 |
| 3.00 | Dismantling the existing damaged RCC slab as per deparmental officer etc., Complete | 3 | m3 | 4,375 ₹13,125 Lowest | 4,400 ₹13,200 |
| 4.00 | Desilting the Existing Drain as per the instruction of departmental officer etc., complete | 40 | m3 | 110 ₹4,400 Lowest | 120 ₹4,800 |
| 5.00 | Dismantling the damaged Cement concrete as per the instruction of Departmental officers etc., Complete | 15 | m3 | 570 ₹8,552.28 Lowest | 570 ₹8,552.28 Lowest |
| 6.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete. departmental officers etc complete | 50 | m3 | 220 ₹10,999.12 Lowest | 220 ₹10,999.12 Lowest |
| 7.00 | Conveying the excavated earth from the site to the distance of 15kms out side of the city limit including all initial lead, lift, loading and unloading with transportation charges etc complete as per the direction of departmental officers. | 108 | m3 | 104 ₹11,232 Lowest | 110 ₹11,880 |
| 8.00 | Cement concrete 1:4:8 (one cement, four sand and eight aggregate) using 40mm hardbroken granite stone jelly for foundationincluding dewatering if found necessary andlaid in layers of not more than 15 cm thickand compacted etc.,complete | 8 | m3 | 5,960 ₹47,680 Lowest | 6,000 ₹48,000 |
| 9.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 For Drain | 130 | m2 | 534 ₹69,420 Lowest | 550 ₹71,500 |
| 10.00 | Cement concrete 1:3:6 (one cement, three sand and six aggregate ) using 20mm hard broken granite stone jelly for all CC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete. | 24 | m3 | 6,720 ₹1,61,280 Lowest | 6,750 ₹1,62,000 |
Tender Value
₹6 L
EMD Value
₹6,000
Closing Date
19 Dec 2025, 3:00 pmClosed
Assistant Commissioner
Coimbatore Corporation, Central zone, Hosur road, Coimbatore.641018
Reconstruction of culvert at venkadasamy road and Sarojini street junction in ward no 48
2025_MAWS_631177_13
E6/2025-26/CZ
Open Tender
Civil Works
Works
Central zone
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹6,000
Yes
10 Aug 2026
12 Dec 2025
19 Dec 2025
12 Dec 2025
19 Dec 2025
12 Dec 2025
Relaying the RCC coverb for drain as per deparmental officer etc., Complete
Relaying the RCC coverb for drain as per deparmental officer etc., Complete
Dismantling the existing damaged RCC slab as per deparmental officer etc., Complete
Desilting the Existing Drain as per the instruction of departmental officer etc., complete
Dismantling the damaged Cement concrete as per the instruction of Departmental officers etc., Complete
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete. departmental officers etc complete
Conveying the excavated earth from the site to the distance of 15kms out side of the city limit including all initial lead, lift, loading and unloading with transportation charges etc complete as per the direction of departmental officers.
Cement concrete 1:4:8 (one cement, four sand and eight aggregate) using 40mm hardbroken granite stone jelly for foundationincluding dewatering if found necessary andlaid in layers of not more than 15 cm thickand compacted etc.,complete
Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 For Drain
Cement concrete 1:3:6 (one cement, three sand and six aggregate ) using 20mm hard broken granite stone jelly for all CC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete.
PLASTERING with cement mortar 1:5(one cement and five sand by volume) 12mm thick for all internal/external surfaces complying with standard specifications.
Supply and erecting centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC slabs, Rectangular beems, Tee (or) ECC Beam, Lintel, Bed Block, Staircase waist and landing slabs landing beams, canopy etc., in all floor with all cross bracings using mild steel sheets of size 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25mm X 25 X 3mm for boarding laid over country wood joinsts of size 10cm X 6.50 cm spaced at about 90cm C/C and supports by Causrina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. Sl.No.123 for Drain Culvert
Supplying, fabricating and placing in position TMT/CTD rods for all RCC works including cost of steel and binding wire also in all floors complete complying with standard specification
Supplying of man hole cover and frame (SFRC) IS 12592 including fixing etc.750mmx 750mm square type as direction by departmental officer etc., complete (66 M-0714
Reinforced Cement concrete 1:1.5 :3 (one cement, one and half M Sand & three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete.
Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
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