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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.3 LAdmitted-Finance 4 107 EDAYARPALAYAM KUNIYAMUTHUR COIMBATORE 641 008 | COIMBATORE | TAMIL NADU | 641008 | ₹63.3 L | L1 | Admitted-Finance |
| 2 | L2₹63.3 L+₹40.40 (<0.01%)Admitted-Finance SUBHADARSAN PARK NO 3 VEERIYAMPALAYAM KALAPATTI COIMBATORE 641 048 | COIMBATORE | TAMIL NADU | 638459 | ₹63.3 L+₹40.40 (<0.01%) | L2 | Admitted-Finance |
| 3 | L3₹64.9 L+₹1.6 L (2.56%)Admitted-Finance PASUMALAITHANGAL GINGEE VILUPPURAM | ₹64.9 L+₹1.6 L (2.56%) | L3 | Admitted-Finance |
| 4 | L4₹65.4 L+₹2.1 L (3.25%)Admitted-Finance 1 9 KANGEYAMAPALAYAM P SULUR COIMBATORE DIST | COIMBATORE | TAMIL NADU | 638459 | ₹65.4 L+₹2.1 L (3.25%) | L4 | Admitted-Finance |
| 5 | L5₹65.7 L+₹2.4 L (3.83%)Admitted-Finance | ₹65.7 L+₹2.4 L (3.83%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JAYALAKSHMI BUKDERS L1 | R SELVARAJ L3 | JS ASSOCIATE DEVELOPMENT INDIA PRIVATE LIMITED L2 | A VENKATACHALAM L4 | M S ENGINEERS L6 | CHITHRAVARSINI AND CO L5 | BJ Construction L8 | MANOHAR L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Desilting the exg drain as per Instruction of departmental officers..including all initial lead and lift etc complete. | 15 | m3 | 98.68 ₹1,480.2 | 50 ₹750 Lowest | 98.68 ₹1,480.2 | 101.88 ₹1,528.2 | 50 ₹750 Lowest | 100 ₹1,500 | 109.57 ₹1,643.55 | 100 ₹1,500 |
| 2.00 | Dismantling the existing damaged PCC drain wall including all labours etc., complete | 18 | m3 | 440.63 ₹7,931.34 | 300 ₹5,400 | 440.63 ₹7,931.34 | 454.94 ₹8,188.92 | 250 ₹4,500 Lowest | 300 ₹5,400 | 450.8 ₹8,114.4 | 300 ₹5,400 |
| 3.00 | Dismantling the existing damaged Reinforced cement concrete works including all initial lead and lift etc complete. | 1 | m3 | 3,904.93 ₹3,904.93 | 3,000 ₹3,000 | 3,904.33 ₹3,904.33 | 4,031.72 ₹4,031.72 | 50 ₹50 Lowest | 2,000 ₹2,000 | 4,336 ₹4,336 | 3,000 ₹3,000 |
| 4.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton,hard red earth, shales murram, gravel,stoney earth and earth mixed withsmall size boulders SS.20B and Sand, silt or other loose soil, wet sand,orsilt not under water, light black cotton soil, sandy loam ordinary soil andto full depth as may be directed except in hardrock requiring blastinginclusive of shoring shuttering and baling out water and cleaning andlevelling the site etc.,complete 10 cum | 1,491 | m3 | 169.4 ₹2,52,575.4 | 140 ₹2,08,740 | 169.4 ₹2,52,575.4 | 174.9 ₹2,60,775.9 | 110 ₹1,64,010 Lowest | 150 ₹2,23,650 | 188.1 ₹2,80,457.1 | 130 ₹1,93,830 |
| 5.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of CrushedStone Sand (M- Sand) and Eight part of coarse aggregates) using 40mmsize ISS HBG metal including cost and conveyance of all materials to siteand including for the mixing, laying and labour charges and all incidentialcharges such as water providing etc., complete as per standardspecification | 59 | m3 | 4,591.06 ₹2,70,872.54 Lowest | 5,000 ₹2,95,000 | 4,591.06 ₹2,70,872.54 Lowest | 4,740.12 ₹2,79,667.08 | 5,500 ₹3,24,500 | 5,500 ₹3,24,500 | 5,097.87 ₹3,00,774.33 | 4,830 ₹2,84,970 |
| 6.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced atabout 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 | 4,615 | m2 | 548.34 ₹25,30,589.1 | 500 ₹23,07,500 | 548.34 ₹25,30,589.1 | 566.14 ₹26,12,736.1 | 500 ₹23,07,500 | 500 ₹23,07,500 | 456.66 ₹21,07,485.9 Lowest | 500 ₹23,07,500 |
| 7.00 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers | 192 | m2 | 274.98 ₹52,796.16 | 250 ₹48,000 | 274.98 ₹52,796.16 | 283.91 ₹54,510.72 | 180 ₹34,560 Lowest | 300 ₹57,600 | 6,213.15 ₹11,92,924.8 | 357.12 ₹68,567.04 |
| 8.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced atabout 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 | 385 | m2 | 822.51 ₹3,16,666.35 | 700 ₹2,69,500 | 822.51 ₹3,16,666.35 | 849.21 ₹3,26,945.85 | 800 ₹3,08,000 | 600 ₹2,31,000 Lowest | 1,009.76 ₹3,88,757.6 | 900 ₹3,46,500 |
| 9.00 | SupplingandfabricatingandplacinginpositionMS(or)R.T.S.barforreinforcement to all RCC works as per the design given including cost ofsteel and binding wire also in all floors. | 35 | qtl | 7,347.46 ₹2,57,161.1 Lowest | 9,000 ₹3,15,000 | 7,348.46 ₹2,57,196.1 | 7,586.01 ₹2,65,510.35 | 9,000 ₹3,15,000 | 8,500 ₹2,97,500 | 8,158.54 ₹2,85,548.9 | 8,950 ₹3,13,250 |
| 10.00 | Reinforced Cement concrete 1:1.5 :3 (one cement, one and half M.sand& three course aggregate) using 20mm gauge hand broken/ and brokengranite stone for all RCC items of works excluding centering shutteringand cost of reinforcement but including curing etc.,complete and alsoincluding fixing fan clamps and fixtures in rcc works wherevernecessary as directed by departmental officer etc., complete. | 298 | m3 | 7,503.3 ₹22,35,983.4 Lowest | 9,000 ₹26,82,000 | 7,503.3 ₹22,35,983.4 Lowest | 7,746.91 ₹23,08,579.18 | 9,153 ₹27,27,594 | 9,050 ₹26,96,900 | 8,331.58 ₹24,82,810.84 | 8,750 ₹26,07,500 |
Tender Value
₹1 Cr
EMD Value
₹1 L
Closing Date
2 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Construction of storm water drain from Siddhivinayagar Colony to Mullai Nagar, Sock Post area in Ward No. 40, West Zone.
2026_MAWS_694675_2
E58/2026-wz- Two cover
Open Tender
Civil Works
Works
150 days
Coimbatore corporation
AS PER TENDER DOCUMENT
5 documents required · 5 mandatory
₹0
₹1 L
18 Sept 2026
17 Aug 2026
3 Sept 2026
17 Aug 2026
2 Sept 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Desilting the exg drain as per Instruction of departmental officers..including all initial lead and lift etc complete. | 15 | m3 | - | - |
| 2 | Dismantling the existing damaged PCC drain wall including all labours etc., complete | 18 | m3 | - | - |
| 3 | Dismantling the existing damaged Reinforced cement concrete works including all initial lead and lift etc complete. | 1 | m3 | - | - |
| 4 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton,hard red earth, shales murram, gravel,stoney earth and earth mixed withsmall size boulders SS.20B and Sand, silt or other loose soil, wet sand,orsilt not under water, light black cotton soil, sandy loam ordinary soil andto full depth as may be directed except in hardrock requiring blastinginclusive of shoring shuttering and baling out water and cleaning andlevelling the site etc.,complete 10 cum | 1,491 | m3 | - | - |
| 5 | Plain Cement Concrete 1:4:8 (one part of cement, four part of CrushedStone Sand (M- Sand) and Eight part of coarse aggregates) using 40mmsize ISS HBG metal including cost and conveyance of all materials to siteand including for the mixing, laying and labour charges and all incidentialcharges such as water providing etc., complete as per standardspecification | 59 | m3 | - | - |
| 6 | Centering for soffits of RCC slabs of plane surface like lintels, beams,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced atabout 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 | 4,615 | m2 | - | - |
| 7 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers | 192 | m2 | - | - |
| 8 | Centering for soffits of RCC slabs of plane surface like lintels, beams,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced atabout 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 | 385 | m2 | - | - |
| 9 | SupplingandfabricatingandplacinginpositionMS(or)R.T.S.barforreinforcement to all RCC works as per the design given including cost ofsteel and binding wire also in all floors. | 35 | qtl | - | - |
| 10 | Reinforced Cement concrete 1:1.5 :3 (one cement, one and half M.sand& three course aggregate) using 20mm gauge hand broken/ and brokengranite stone for all RCC items of works excluding centering shutteringand cost of reinforcement but including curing etc.,complete and alsoincluding fixing fan clamps and fixtures in rcc works wherevernecessary as directed by departmental officer etc., complete. | 298 | m3 | - | - |
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