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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.2 LAdmitted-Finance | ₹53.2 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical COIMBATORE CITY MUNICIPAL CORPORATION TAMIL NADU TN | ERODE | TAMIL NADU | 638459 | - | - | Rejected-Technical Evaluation Rejected |
| Sl No | Description | Qty | Unit | AMMAN BUILDERS 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 | Footing | 266.64 | M3 | 190 ₹50,661.6 Lowest |
| 1.02 | Plinth | 18 | M3 | 95 ₹1,710 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. | 30.79 | M3 | 5,200 ₹1,60,108 Lowest |
| 3.00Supply and erecting shuttering including necessary supports for plane surfaces such as RCC column, footing, plinth beam, stair case etc., in all floors using mild steel sheets of 90cm X 60cm and 10 gauge stiffened with welded mild steel angle for boarding supported by casurina props at suitable intervals etc., completed complying with standard specification and as directed. Sl.No.122 | ||||
| 3.01 | I.Column | 253 | M2 | 1,300 ₹3,28,900 Lowest |
| 3.02 | II.Plinth Beam & Shuttering | 72 | M2 | 300 ₹21,600 Lowest |
| 4.00 | Supplying and erecting centering for sides soffits including supports and strutting upto 3.29m high for plain surface such as rectangular column top and bottom slabs of boxing, sill, slabs, sun shade etc., in all floors using mild steel slabs of sizes 90cm x 60cm and BG 10 stiffened with welded mild steel angles of size 25X25x3mm for boarding laid over country wood joists of size 10cm X 6.5cm spaced at about 90cm C/C and supported by casurina props of 10cm to 13cm dia spaced at 75cm C/C etc., complete as directed. Sl.No.123 C Part-II | 302 | M2 | 1,100 ₹3,32,200 Lowest |
| 5.00 | Supply and fabrication of R.T.S. rods in various dia including cutting bending placing in position and tying etc. | 207.01 | Qtl | 8,200 ₹16,97,482 Lowest |
| 6.00Reinforced 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. | ||||
Tender Value
₹75 L
EMD Value
₹75,000
Closing Date
22 Jun 2026, 3:00 pmClosed
The commissioner, coimbatore
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Construction of LKG UKG School Building at Sundapalayam in Ward No 39 West Zone.
2026_MAWS_679597_13
e37/2026-two cover
Open Tender
Civil Works
Works
180 days
Coimbatore corporation
AS PER THE TENDER DOCUMENT
4 documents required · 4 mandatory
₹0
₹75,000
The Chief Engineer Office, Coimbatore Corporation
3 Jul 2026
9 Jun 2026
23 Jun 2026
9 Jun 2026
22 Jun 2026
9 Jun 2026
12 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 | Footing | 266.64 | M3 | - | - |
| 1.02 | Plinth | 18 | 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. | 30.79 | M3 | - | - |
| 3Supply and erecting shuttering including necessary supports for plane surfaces such as RCC column, footing, plinth beam, stair case etc., in all floors using mild steel sheets of 90cm X 60cm and 10 gauge stiffened with welded mild steel angle for boarding supported by casurina props at suitable intervals etc., completed complying with standard specification and as directed. Sl.No.122 | |||||
| 3.01 | I.Column | 253 | M2 | - | - |
| 3.02 | II.Plinth Beam & Shuttering | 72 | M2 | - | - |
| 4 | Supplying and erecting centering for sides soffits including supports and strutting upto 3.29m high for plain surface such as rectangular column top and bottom slabs of boxing, sill, slabs, sun shade etc., in all floors using mild steel slabs of sizes 90cm x 60cm and BG 10 stiffened with welded mild steel angles of size 25X25x3mm for boarding laid over country wood joists of size 10cm X 6.5cm spaced at about 90cm C/C and supported by casurina props of 10cm to 13cm dia spaced at 75cm C/C etc., complete as directed. Sl.No.123 C Part-II | 302 | M2 | - | - |
| 5 | Supply and fabrication of R.T.S. rods in various dia including cutting bending placing in position and tying etc. | 207.01 | Qtl | - | - |
| 6Reinforced 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. | |||||
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