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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-AOC NO 1007 12TH SECTOR 78TH STREET KCEE MANASA APARTMENTS E BLOCK 3RD FLOOR K K NAGAR CH 600 078 | CHENNAI | CHENNAI | TAMIL NADU | 600078 | L1 | Accepted-AOC Accept | |
| 2 | L2₹12.1 L+₹30,933.15 (2.61%)Rejected-AOC NO 1 1 ANNA STREET ETHIRAJ NAGAR WEST MAMBALAM METTUPALAYAM CHENNAI 600 033 | CHENNAI | TAMIL NADU | 600033 | L2 | Rejected-AOC Reject |
| Sl No | Description | Qty | Unit | SRK CONSTRUCTIONS L2 | SS ENGINEERRS L1 |
|---|---|---|---|---|---|
| 1.00Earth work excavation in all kinds of soil including sand, silt, wet sand under water, black cotton, stiff black cotton, clay, hard stiff clay, hard red earth, murram, stoney earth, gravel and shales etc. excepting all kinds of rock and boulders exceeding 0.014 c.u.m. in volume including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 2m initial lift as per the direction of Engineer-in-charge. | |||||
| 1.01 | I. Footing | 36 | M3 | 200 ₹7,200 | 194 ₹6,984 Lowest |
| 1.02 | II. Plinth Beam | 6 | M3 | 100 ₹600 | 97 ₹582 Lowest |
| 2.00 | Cement concrete 1:4:8 (one cement, four sand and Eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick and compacted, etc., complete complying with standard specification. | 10 | M3 | 5,500 ₹55,000 | 5,277 ₹52,770 Lowest |
| 3.00Supply 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 | |||||
| 3.01 | I.Column | 58 | M2 | 1,100 ₹63,800 Lowest | 1,254 ₹72,732 |
| 3.02 | II.Plinth Beam & Shuttering | 13 | M2 | 1,100 ₹14,300 Lowest | 1,260 ₹16,380 |
| 4.00 | 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 X 3mm 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 | 86 | M2 | 1,100 ₹94,600 | 1,045 ₹89,870 Lowest |
| 5.00 | Supply and fabrication of R.T.S. rods in various dia including cutting bending placing in position and tying etc. | 15.75 | Qtl | 8,500 ₹1,33,875 | 8,445 ₹1,33,008.75 Lowest |
| 6.00 | Cement concrete 1:1.5:3 (one cement, one and a half sand and three aggregate) using 20mm gauge hard broken granite stone jelly for All RCC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete and also including fixing fan clamps and fixtures in RCC works wherever necessary as directed by departmental officer etc., complete. | 21 | M3 | 8,500 ₹1,78,500 | 8,296 ₹1,74,216 Lowest |
Tender Value
₹16 L
EMD Value
₹16,000
Closing Date
18 Jun 2026, 3:00 pmClosed
The commissioner, coimbatore
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Construction of Public Distribution Shop at Abirami nagar in ward no 37 West Zone
2026_MAWS_679142_23
e34/2026
Open Tender
Civil Works
Works
150 days
Coimbatore corporation
AS PER TENDER DOCUMENTS
4 documents required · 4 mandatory
₹0
₹16,000
17 Oct 2026
6 Jun 2026
19 Jun 2026
6 Jun 2026
18 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation in all kinds of soil including sand, silt, wet sand under water, black cotton, stiff black cotton, clay, hard stiff clay, hard red earth, murram, stoney earth, gravel and shales etc. excepting all kinds of rock and boulders exceeding 0.014 c.u.m. in volume including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 2m initial lift as per the direction of Engineer-in-charge. | |||||
| 1.01 | I. Footing | 36 | M3 | - | - |
| 1.02 | II. Plinth Beam | 6 | M3 | - | - |
| 2 | Cement concrete 1:4:8 (one cement, four sand and Eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick and compacted, etc., complete complying with standard specification. | 10 | M3 | - | - |
| 3Supply 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 | |||||
| 3.01 | I.Column | 58 | M2 | - | - |
| 3.02 | II.Plinth Beam & Shuttering | 13 | M2 | - | - |
| 4 | 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 X 3mm 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 | 86 | M2 | - | - |
| 5 | Supply and fabrication of R.T.S. rods in various dia including cutting bending placing in position and tying etc. | 15.75 | Qtl | - | - |
| 6 | Cement concrete 1:1.5:3 (one cement, one and a half sand and three aggregate) using 20mm gauge hard broken granite stone jelly for All RCC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete and also including fixing fan clamps and fixtures in RCC works wherever necessary as directed by departmental officer etc., complete. | 21 | M3 | - | - |
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