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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.2 LAdmitted-Finance SUBHADARSAN PARK NO 3 VEERIYAMPALAYAM KALAPATTI COIMBATORE 641 048 | COIMBATORE | TAMIL NADU | 638459 | ₹67.2 L | L1 | Admitted-Finance |
| 2 | L2₹67.6 L+₹38,223.33 (0.57%)Admitted-Finance 42 641 009 | COIMBATORE | TAMIL NADU | 641009 | ₹67.6 L+₹38,223.33 (0.57%) | L2 | Admitted-Finance |
| 3 | L3₹70.1 L+₹2.9 L (4.37%)Admitted-Finance | ₹70.1 L+₹2.9 L (4.37%) | L3 | Admitted-Finance |
| 4 | L4₹70.5 L+₹3.3 L (4.93%)Admitted-Finance | ₹70.5 L+₹3.3 L (4.93%) | L4 | Admitted-Finance |
| 5 | L5₹70.5 L+₹3.3 L (4.94%)Admitted-Finance | ₹70.5 L+₹3.3 L (4.94%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JS ASSOCIATE DEVELOPMENT INDIA PRIVATE LIMITED L1 | JAYALAKSHMI BUKDERS L10 | R SELVARAJ L8 | M S ENGINEERS L2 | CHENDUR INFRASTRUCTURE P LTD L3 | P S STALIN CONTRACTOR L9 | SRI SPS ASSOCIATES L5 | KUMARAN KUDIL CONSTRUCTIONS L12 | R.R. ENTERPRISES L6 | BJ Construction L11 | KCP INFRA LIMITED L7 | CHITHRAVARSINI AND CO L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavating and deposting on bank with initial lead of 10m & initial lift of 2m in sand silt of other loose soil, wet sand or silt not under water light black cotton,soil, sandy loam and ordinary soil including excavated earth | 1,010 | M3 | 178.2 ₹1,79,982 | 198.44 ₹2,00,424.4 | 100 ₹1,01,000 Lowest | 100 ₹1,01,000 Lowest | 220 ₹2,22,200 | 190 ₹1,91,900 | 100 ₹1,01,000 Lowest | 225 ₹2,27,250 | 200 ₹2,02,000 | 199 ₹2,00,990 | 150 ₹1,51,500 | 150 ₹1,51,500 |
| 2.00 | Cement concrete 1:4:8 (one cement foure sand and eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including all cost etc complete | 43 | M3 | 4,829.56 ₹2,07,671.08 Lowest | 5,378.1 ₹2,31,258.3 | 5,000 ₹2,15,000 | 5,900 ₹2,53,700 | 6,000 ₹2,58,000 | 5,150 ₹2,21,450 | 5,251.02 ₹2,25,793.86 | 5,400 ₹2,32,200 | 8,539 ₹3,67,177 | 5,395 ₹2,31,985 | 5,200 ₹2,23,600 | 5,000 ₹2,15,000 |
| 3.00 | 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 andlanding 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/Cand supports by Causrina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. SI.No.123 | 2,897 | M2 | 865.23 ₹25,06,571.31 | 963.51 ₹27,91,288.47 | 850 ₹24,62,450 | 668 ₹19,35,196 | 650 ₹18,83,050 | 920 ₹26,65,240 | 836.13 ₹24,22,268.61 | 720 ₹20,85,840 | 500 ₹14,48,500 Lowest | 966 ₹27,98,502 | 764 ₹22,13,308 | 855 ₹24,76,935 |
| 4.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 35 | Qtl | 7,729.14 ₹2,70,519.9 Lowest | 8,607.02 ₹3,01,245.7 | 9,000 ₹3,15,000 | 9,500 ₹3,32,500 | 9,500 ₹3,32,500 | 8,200 ₹2,87,000 | 8,500.01 ₹2,97,500.35 | 9,000 ₹3,15,000 | 14,500 ₹5,07,500 | 8,635 ₹3,02,225 | 9,000 ₹3,15,000 | 8,500 ₹2,97,500 |
| 5.00 | Reinforced Cement concrete 1:1.5 :3 (one cement, one and half 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 rec works wherever necessary as directed by departmental officer etc., complete. | 426 | M3 | 7,893.08 ₹33,62,452.08 Lowest | 8,789.58 ₹37,44,361.08 | 8,950 ₹38,12,700 | 9,500 ₹40,47,000 | 9,700 ₹41,32,200 | 8,350 ₹35,57,100 | 8,900 ₹37,91,400 | 8,100 ₹34,50,600 | 10,000 ₹42,60,000 | 8,818 ₹37,56,468 | 9,200 ₹39,19,200 | 8,728 ₹37,18,128 |
| 6.00 | Plastering with cement mortar 1:3 (One part of cement and three part of plastering sand (P-Sand) 12mm thick in all floors including cost and conveyance of all materials to site and labour charges etc complete as per standard specifications. | 255 | M2 | 260.94 ₹66,539.7 | 290.58 ₹74,097.9 | 250 ₹63,750 | 22 ₹5,610 Lowest | 250 ₹63,750 | 270 ₹68,850 | 250 ₹63,750 | 450 ₹1,14,750 | 300 ₹76,500 | 291 ₹74,205 | 300 ₹76,500 | 210 ₹53,550 |
| 7.00 | Supplying and fixing in position C.I manhole covers (light or heavy duty) of 60x60cm in size in Cement mortar 1:3 (One part of cement and three part of plastering sand(Psand) of best approved qulity and as per standard specifications etc complete | 28 | Nos | 2,101.01 ₹58,828.28 | 2,339.64 ₹65,509.92 | 2,000 ₹56,000 | 2,600 ₹72,800 | 1,500 ₹42,000 Lowest | 2,240 ₹62,720 | 2,500 ₹70,000 | 5,400 ₹1,51,200 | 2,500.03 ₹70,000.84 | 2,347 ₹65,716 | 2,500 ₹70,000 | 2,101 ₹58,828 |
| 8.00 | Conveyance of earth from site to 15km for away to permitted low level area as directed by the department officiers | 809 | M3 | 84.48 ₹68,344.32 | 93.81 ₹75,892.29 | 50 ₹40,450 | 14 ₹11,326 Lowest | 100 ₹80,900 | 90 ₹72,810 | 100 ₹80,900 | 1,260 ₹10,19,340 | 150 ₹1,21,350 | 94 ₹76,046 | 104 ₹84,136 | 100 ₹80,900 |
Tender Value
₹1 Cr
EMD Value
₹1 L
Closing Date
22 Jun 2026, 3:00 pmClosed
The commissioner, coimbatore
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Reconstruction of Storm Water drain at Jeeva Nagar Northern side in Ward No 34 West Zone
2026_MAWS_679597_6
e37/2026-two cover
Open Tender
Civil Works
Works
180 days
Coimbatore corporation
AS PER THE TENDER DOCUMENT
4 documents required · 4 mandatory
₹0
₹1 L
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 |
|---|---|---|---|---|---|
| 1 | Earth work excavating and deposting on bank with initial lead of 10m & initial lift of 2m in sand silt of other loose soil, wet sand or silt not under water light black cotton,soil, sandy loam and ordinary soil including excavated earth | 1,010 | M3 | - | - |
| 2 | Cement concrete 1:4:8 (one cement foure sand and eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including all cost etc complete | 43 | M3 | - | - |
| 3 | 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 andlanding 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/Cand supports by Causrina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. SI.No.123 | 2,897 | M2 | - | - |
| 4 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 35 | Qtl | - | - |
| 5 | Reinforced Cement concrete 1:1.5 :3 (one cement, one and half 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 rec works wherever necessary as directed by departmental officer etc., complete. | 426 | M3 | - | - |
| 6 | Plastering with cement mortar 1:3 (One part of cement and three part of plastering sand (P-Sand) 12mm thick in all floors including cost and conveyance of all materials to site and labour charges etc complete as per standard specifications. | 255 | M2 | - | - |
| 7 | Supplying and fixing in position C.I manhole covers (light or heavy duty) of 60x60cm in size in Cement mortar 1:3 (One part of cement and three part of plastering sand(Psand) of best approved qulity and as per standard specifications etc complete | 28 | Nos | - | - |
| 8 | Conveyance of earth from site to 15km for away to permitted low level area as directed by the department officiers | 809 | M3 | - | - |
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