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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC RAMNAGAR TUKO RAMNAGAR TARAPUR CACHAR ASSAM 788003 | CACHAR | ASSAM | 788003 | ₹7.0 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹7.0 L+₹1,431.34 (0.20%)Rejected-AOC | ₹7.0 L+₹1,431.34 (0.20%) | L2 | Rejected-AOC Rejected |
| 3 | L2₹7.0 L+₹1,431.34 (0.20%)Rejected-AOC COIMBATORE CORPORATION | COIMBATORE | COIMBATORE | TAMIL NADU | ₹7.0 L+₹1,431.34 (0.20%) | L2 | Rejected-AOC Rejected |
| 4 | L3₹7.1 L+₹8,600.75 (1.22%)Rejected-AOC | ₹7.1 L+₹8,600.75 (1.22%) | L3 | Rejected-AOC Rejected |
| 5 | L4₹7.2 L+₹11,918.10 (1.69%)Rejected-AOC | ₹7.2 L+₹11,918.10 (1.69%) | L4 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | B KANAGARAJ L2 | M RAMARAJ L2 | svasit Engineers L3 | K.C & CO L1 | V SHANMUGAM L5 | P GIRIVEL L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Desilting the existing drain including all labours etc., complete | 315 | Cum | 107.84 ₹33,969.6 | 107.84 ₹33,969.6 | 84.45 ₹26,601.75 Lowest | 125 ₹39,375 | 115 ₹36,225 | 109 ₹34,335 |
| 2.00 | Dismantling the damaged RCC including all labour charges etc complete. | 3 | Cum | 4,267.53 ₹12,802.59 | 4,267.53 ₹12,802.59 | 1,398 ₹4,194 Lowest | 5,000 ₹15,000 | 4,563 ₹13,689 | 4,315.75 ₹12,947.25 |
| 3.00 | Dismantling the damaged CC etc complete., | 20 | Cum | 481.55 ₹9,631 | 481.55 ₹9,631 | 150 ₹3,000 Lowest | 550 ₹11,000 | 514 ₹10,280 | 486.7 ₹9,734 |
| 4.00 | Earth work excavation in all soils and sub soils to full depth as may be directed by the departmental officers except in hard rock requiring blasting but inclusive of shoring, strutting and balling out water wherever nessasary and depositing the surplus earth within initial lead of 10 metre and initial lift of 2 metre etc., complete as per Standard specifications SS | 88 | Cum | 185.13 ₹16,291.44 | 185.13 ₹16,291.44 | 170 ₹14,960 Lowest | 200 ₹17,600 | 198 ₹17,424 | 187.1 ₹16,464.8 |
| 5.00 | Cement concrete 1:4:8 (one cement, four sand and eight aggregater) using 40mm BSS HBG metal including cost of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per SS | 15 | Cum | 5,017.38 ₹75,260.7 | 5,017.38 ₹75,260.7 | 3,000 ₹45,000 Lowest | 5,900 ₹88,500 | 5,365 ₹80,475 | 5,074 ₹76,110 |
| 6.00 | Centering with steel centering for revetment, drain and culvert Above 1.20m depth using MS sheet of size 0.90X0.60m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 three rows with support by casurina pullys 0.075 cm at 0.45 m length including cost of nails etc., Area. 10.80 sq.mtr (above 4 Feet) | 251 | Sqm | 449.45 ₹1,12,811.95 Lowest | 449.45 ₹1,12,811.95 Lowest | 500 ₹1,25,500 | 530 ₹1,33,030 | 481 ₹1,20,731 | 454.5 ₹1,14,079.5 |
| 7.00 | Cement concrete 1:3:6 (one cement, three sand and six aggregate) using 20mm BSS HBG metal and including cost of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per SS | 45 | Cum | 5,656.2 ₹2,54,529 | 5,656.2 ₹2,54,529 | 6,400 ₹2,88,000 | 4,200 ₹1,89,000 Lowest | 6,050 ₹2,72,250 | 5,716.65 ₹2,57,249.25 |
| 8.00 | Plain cement concrete 1:2:4 mix (One cement two M.Sand and four aggregate) using 20mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification - 1 m3 (detailed data for 10 m3 ) | 4 | Cum | 6,115.04 ₹24,460.16 | 6,115.04 ₹24,460.16 | 4,780 ₹19,120 Lowest | 7,200 ₹28,800 | 6,550 ₹26,200 | 6,184 ₹24,736 |
| 9.00 | Plastering with cement mortar 1: 5 mix (One cement and five sand) 12 mm thick including cost and conveyance of all materials,finishing,curing,and all labour chargesetc.completeas Standard specification. | 72 | Sqm | 260.5 ₹18,756 Lowest | 260.5 ₹18,756 Lowest | 300 ₹21,600 | 300 ₹21,600 | 280 ₹20,160 | 263.5 ₹18,972 |
| 10.00 | 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 | 14 | Sqm | 599.26 ₹8,389.64 Lowest | 599.26 ₹8,389.64 Lowest | 700 ₹9,800 | 700 ₹9,800 | 640 ₹8,960 | 606 ₹8,484 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
1 Jul 2026, 3:00 pmClosed
Assistant Commissioner, South Zone
South Zone, Coimbatore Corporation, Kuniyamuthur, Coimbatore 641008
Reconstruction of damaged culvert, drain with covering slab including desilting at Lala garden and Sarojini street upto Sethumavaikkal in Ward No 79, South Zone
2026_MAWS_681829_6
E2 / South Zone / 2026
Open Tender
Civil Works
Works
120 days
South Zone, Coimbatore Corporation
As per the tender condition attached
4 documents required · 4 mandatory
₹0
₹10,000
Yes
17 Aug 2026
19 Jun 2026
2 Jul 2026
20 Jun 2026
1 Jul 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Desilting the existing drain including all labours etc., complete | 315 | Cum | - | - |
| 2 | Dismantling the damaged RCC including all labour charges etc complete. | 3 | Cum | - | - |
| 3 | Dismantling the damaged CC etc complete., | 20 | Cum | - | - |
| 4 | Earth work excavation in all soils and sub soils to full depth as may be directed by the departmental officers except in hard rock requiring blasting but inclusive of shoring, strutting and balling out water wherever nessasary and depositing the surplus earth within initial lead of 10 metre and initial lift of 2 metre etc., complete as per Standard specifications SS | 88 | Cum | - | - |
| 5 | Cement concrete 1:4:8 (one cement, four sand and eight aggregater) using 40mm BSS HBG metal including cost of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per SS | 15 | Cum | - | - |
| 6 | Centering with steel centering for revetment, drain and culvert Above 1.20m depth using MS sheet of size 0.90X0.60m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 three rows with support by casurina pullys 0.075 cm at 0.45 m length including cost of nails etc., Area. 10.80 sq.mtr (above 4 Feet) | 251 | Sqm | - | - |
| 7 | Cement concrete 1:3:6 (one cement, three sand and six aggregate) using 20mm BSS HBG metal and including cost of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per SS | 45 | Cum | - | - |
| 8 | Plain cement concrete 1:2:4 mix (One cement two M.Sand and four aggregate) using 20mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification - 1 m3 (detailed data for 10 m3 ) | 4 | Cum | - | - |
| 9 | Plastering with cement mortar 1: 5 mix (One cement and five sand) 12 mm thick including cost and conveyance of all materials,finishing,curing,and all labour chargesetc.completeas Standard specification. | 72 | Sqm | - | - |
| 10 | 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 | 14 | Sqm | - | - |
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