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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC 44 82 LIG COLONY 1 MAHALINGAPURAM POLLACHI | COIMBATORE | TAMIL NADU | 638459 | ₹6.8 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹6.9 L+₹17,933.14 (2.65%)Rejected-AOC | ₹6.9 L+₹17,933.14 (2.65%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹7.0 L+₹26,207 (3.87%)Rejected-AOC COIMBATORE CORPORATION | ₹7.0 L+₹26,207 (3.87%) | L3 | Rejected-AOC Rejected |
| 4 | L4₹7.0 L+₹26,252.50 (3.88%)Rejected-AOC | ₹7.0 L+₹26,252.50 (3.88%) | L4 | Rejected-AOC Rejected |
| 5 | L5₹7.1 L+₹32,572 (4.81%)Rejected-AOC | ₹7.1 L+₹32,572 (4.81%) | L5 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | P. K. SHANMUGAM L3 | S PARTHIBARAJAN L1 | srigomathiamman and company L12 | V SHANTHI L5 | B KANAGARAJ L2 | A.P.R CONSRTUCTION L8 | ARV AND CO L4 | S VIJAYAKUMAR L6 | SRI AARURA CONSTRUCTIONS L10 | S M BUILDERS L9 | ZAHID TRADING COMPANY L11 | C BALASUBRAMANIAN L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Cleaning the Jungle and levelling the surfaces using Mechanical JCB as per the Direction of the Departmental officers Etc., Complete | 5 | Sqm | 500 ₹2,500 Lowest | 797 ₹3,985 | 973 ₹4,865 | 900 ₹4,500 | 817.32 ₹4,086.6 | 900 ₹4,500 | 900 ₹4,500 | 850 ₹4,250 | 856.24 ₹4,281.2 | 850 ₹4,250 | 860 ₹4,300 | 846.1 ₹4,230.5 |
| 2.00 | Earth 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. | 41 | Cum | 80 ₹3,280 Lowest | 180 ₹7,380 | 220 ₹9,020 | 120 ₹4,920 | 184.8 ₹7,576.8 | 190 ₹7,790 | 129 ₹5,289 | 185 ₹7,585 | 193.6 ₹7,937.6 | 180 ₹7,380 | 195 ₹7,995 | 191.3 ₹7,843.3 |
| 3.00 | Plain cement concrete 1:4:8 (One part of cement, four parts of m.sand and eight parts of stone jelly by volume) using of 40 mm thick granite hard broken stones, all machine mixed, laid to uniform thickness of 100mm and top left rought to receive floor finish including all labour charges for concreting, ramming, curing etc, and providing expansion joints, slopes & grades if any etc., complete complying with relevant standard specifications at all leads & lifts inside the building. | 5 | Cum | 4,798 ₹23,990 Lowest | 4,870 ₹24,350 | 5,962 ₹29,810 | 5,000 ₹25,000 | 5,008.43 ₹25,042.15 | 5,500 ₹27,500 | 5,500 ₹27,500 | 5,070 ₹25,350 | 5,246.93 ₹26,234.65 | 5,000 ₹25,000 | 5,300 ₹26,500 | 5,184.72 ₹25,923.6 |
| 4.00Supplying and erecting centering for side and soffits including necessary supports and strutting upto 3.29m high for plane surfaces such as side slabs of RCC boxing and similar vertical RCC slabs, FACIA, Drop etc., in all floor with all cross bracing using mild steel sheets of size of 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25X25X3mm for boardinglaid 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., completed as directed. Sl.No.123B Part-II | |||||||||||||||
| 4.01 | For stem | 238 | Sqm | 835 ₹1,98,730 | 876 ₹2,08,488 | 800 ₹1,90,400 Lowest | 900 ₹2,14,200 | 897.28 ₹2,13,552.64 | 1,000 ₹2,38,000 | 800 ₹1,90,400 Lowest | 950 ₹2,26,100 | 940.01 ₹2,23,722.38 | 935 ₹2,22,530 | 940 ₹2,23,720 | 928.86 ₹2,21,068.68 |
| 5.00 | Cement Concrete 1:2:4, one part of cement, two parts of sand , four parts of 20 mm hard blue granite metal by volume, characteristic strength not less than 20 N/sqmm) machine mixed for all reinforced Cement Concrete works, including scaffolding, cost of all materials, machine mixing, vibrating, lifting, curing, labour charges for laying & finishing etc., but excluding the cost and fabrication of reinforcements and also excluding centering and formwork etc., complete complying with the relevant standard specifications at all leads inside the building. | 70 | Cum | 6,600 ₹4,62,000 | 5,940 ₹4,15,800 Lowest | 7,266 ₹5,08,620 | 6,500 ₹4,55,000 | 6,104.15 ₹4,27,290.5 | 6,100 ₹4,27,000 | 6,500 ₹4,55,000 | 6,150 ₹4,30,500 | 6,394.82 ₹4,47,637.4 | 6,400 ₹4,48,000 | 6,400 ₹4,48,000 | 6,318.99 ₹4,42,329.3 |
| 6.00 | Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement. | 45 | Cum | 50 ₹2,250 | 41 ₹1,845 | 50 ₹2,250 | 25 ₹1,125 Lowest | 42.42 ₹1,908.9 | 40 ₹1,800 | 50 ₹2,250 | 42.92 ₹1,931.4 | 44.44 ₹1,999.8 | 40 ₹1,800 | 45 ₹2,025 | 43.91 ₹1,975.95 |
| 7.00 | Providing and laying well gravel including cost and conveyance of all materials from approved quarries as noted in lead chart to the road site including loading, unloading and stacking the well gravel at road site to departmental guage for pre-measurement including labour charges for laying spreading leveling to camper etc., complete as per direction of departmental officers instruction. | 30 | Cum | 299 ₹8,970 | 430 ₹12,900 | 523 ₹15,690 | 123 ₹3,690 Lowest | 439.32 ₹13,179.6 | 400 ₹12,000 | 523 ₹15,690 | 444.55 ₹13,336.5 | 460.24 ₹13,807.2 | 450 ₹13,500 | 460 ₹13,800 | 454.78 ₹13,643.4 |
| 8.00 | Supply and fixing of 160mm dia PVC pipe 6Kg/cm2 with ISI make as per direction of departmental officers etc complete., | 5 | Rmt | 200 ₹1,000 | 353 ₹1,765 | 430 ₹2,150 | 130 ₹650 Lowest | 361.79 ₹1,808.95 | 390 ₹1,950 | 427.3 ₹2,136.5 | 366 ₹1,830 | 379.02 ₹1,895.1 | 400 ₹2,000 | 380 ₹1,900 | 374.52 ₹1,872.6 |
| 9.00Add :- GST @ 18% | |||||||||||||||
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
Construction of PCC retaining wall at ittery road south side 3rd part in Ward No 91, South Zone.
2026_MAWS_681829_16
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
20 Jun 2026
2 Jul 2026
21 Jun 2026
1 Jul 2026
21 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cleaning the Jungle and levelling the surfaces using Mechanical JCB as per the Direction of the Departmental officers Etc., Complete | 5 | Sqm | - | - |
| 2 | Earth 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. | 41 | Cum | - | - |
| 3 | Plain cement concrete 1:4:8 (One part of cement, four parts of m.sand and eight parts of stone jelly by volume) using of 40 mm thick granite hard broken stones, all machine mixed, laid to uniform thickness of 100mm and top left rought to receive floor finish including all labour charges for concreting, ramming, curing etc, and providing expansion joints, slopes & grades if any etc., complete complying with relevant standard specifications at all leads & lifts inside the building. | 5 | Cum | - | - |
| 4Supplying and erecting centering for side and soffits including necessary supports and strutting upto 3.29m high for plane surfaces such as side slabs of RCC boxing and similar vertical RCC slabs, FACIA, Drop etc., in all floor with all cross bracing using mild steel sheets of size of 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25X25X3mm for boardinglaid 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., completed as directed. Sl.No.123B Part-II | |||||
| 4.01 | For stem | 238 | Sqm | - | - |
| 5 | Cement Concrete 1:2:4, one part of cement, two parts of sand , four parts of 20 mm hard blue granite metal by volume, characteristic strength not less than 20 N/sqmm) machine mixed for all reinforced Cement Concrete works, including scaffolding, cost of all materials, machine mixing, vibrating, lifting, curing, labour charges for laying & finishing etc., but excluding the cost and fabrication of reinforcements and also excluding centering and formwork etc., complete complying with the relevant standard specifications at all leads inside the building. | 70 | Cum | - | - |
| 6 | Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement. | 45 | Cum | - | - |
| 7 | Providing and laying well gravel including cost and conveyance of all materials from approved quarries as noted in lead chart to the road site including loading, unloading and stacking the well gravel at road site to departmental guage for pre-measurement including labour charges for laying spreading leveling to camper etc., complete as per direction of departmental officers instruction. | 30 | Cum | - | - |
| 8 | Supply and fixing of 160mm dia PVC pipe 6Kg/cm2 with ISI make as per direction of departmental officers etc complete., | 5 | Rmt | - | - |
| 9Add :- GST @ 18% | |||||
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