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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹9.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.1 L+₹13,909.08 (1.40%)Admitted-Fee/PreQual/Technical/Finance COIMBATORE CORPORATION | COIMBATORE | COIMBATORE | TAMIL NADU | ₹10.1 L+₹13,909.08 (1.40%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹10.1 L+₹16,377.12 (1.65%)Admitted-Fee/PreQual/Technical/Finance | ₹10.1 L+₹16,377.12 (1.65%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹10.2 L+₹28,012 (2.83%)Admitted-Fee/PreQual/Technical/Finance 93 SOUTH ZONE COIMBATORE CORPORATION | TIRUPPUR | TAMIL NADU | 638459 | ₹10.2 L+₹28,012 (2.83%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹10.4 L+₹45,366.50 (4.58%)Admitted-Fee/PreQual/Technical/Finance | ₹10.4 L+₹45,366.50 (4.58%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M RAMARAJ L2 | A.P.R CONSRTUCTION L7 | T. THANGAMANI L3 | JAS Construction L1 | R KANNAN L4 | M THIRUNAVUKKARASU L6 | M S D ASSOCIATES L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing light jungle including labours and Materials, etc. | 324 | Sqm | 8.08 ₹2,617.92 | 5 ₹1,620 Lowest | 80 ₹25,920 | 8 ₹2,592 | 8 ₹2,592 | 8.59 ₹2,783.16 | 10 ₹3,240 |
| 2.00 | Providing pile foundation using 230mm dia aguar etc as per officers etc completed. | 9 | Rmt | 224 ₹2,016 | 250 ₹2,250 | 1,800 ₹16,200 | 221 ₹1,989 | 230 ₹2,070 | 238.03 ₹2,142.27 | 200 ₹1,800 Lowest |
| 3.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 5 | Cum | 176 ₹880 | 190 ₹950 | 700 ₹3,500 | 174 ₹870 | 160 ₹800 Lowest | 187.02 ₹935.1 | 200 ₹1,000 |
| 4.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 5 | Cum | 4,769.94 ₹23,849.7 | 5,000 ₹25,000 | 7,000 ₹35,000 | 4,710 ₹23,550 Lowest | 5,200 ₹26,000 | 5,068.65 ₹25,343.25 | 5,000 ₹25,000 |
| 5.00 | Brick work in cement mortar 1:5 mix using Fly Ash bricks of 230x110x70mm (8 3/4" x 41/4" x 23/4") including cost of materials and labour charges etc., as per standard specification - 1m3 | 20 | Cum | 5,587.56 ₹1,11,751.2 | 5,900 ₹1,18,000 | 8,000 ₹1,60,000 | 5,517 ₹1,10,340 Lowest | 6,200 ₹1,24,000 | 5,937.1 ₹1,18,742 | 6,500 ₹1,30,000 |
| 6.00 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 86 | Sqm | 247.66 ₹21,298.76 | 260 ₹22,360 | 250 ₹21,500 | 244 ₹20,984 Lowest | 300 ₹25,800 | 263.17 ₹22,632.62 | 280 ₹24,080 |
| 7.00 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 21 | Cum | 418.4 ₹8,786.4 | 400 ₹8,400 Lowest | 800 ₹16,800 | 413 ₹8,673 | 400 ₹8,400 Lowest | 444.6 ₹9,336.6 | 500 ₹10,500 |
| 8.00 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 33 | Cum | 1,555.2 ₹51,321.6 | 1,500 ₹49,500 | 1,200 ₹39,600 Lowest | 1,535 ₹50,655 | 1,900 ₹62,700 | 1,652.59 ₹54,535.47 | 1,200 ₹39,600 Lowest |
| 9.00 | Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. | 138 | Sqm | 1,263.12 ₹1,74,310.56 | 1,250 ₹1,72,500 | 1,250 ₹1,72,500 | 1,247 ₹1,72,086 | 1,000 ₹1,38,000 Lowest | 1,341.46 ₹1,85,121.48 | 1,000 ₹1,38,000 Lowest |
| 10.00 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 5 | Cum | 83.2 ₹416 | 50 ₹250 Lowest | 600 ₹3,000 | 82 ₹410 | 90 ₹450 | 88.41 ₹442.05 | 100 ₹500 |
Tender Value
₹15 L
EMD Value
₹15,000
Closing Date
1 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Construction of a playground in the Park Town area under Ward No 93
2026_MAWS_694673_12
e53/2026-south single
Open Tender
Civil Works
Works
120 days
The Commissioner, Coimbatore Corporation
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹15,000
2 Sept 2026
17 Aug 2026
2 Sept 2026
17 Aug 2026
1 Sept 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing light jungle including labours and Materials, etc. | 324 | Sqm | - | - |
| 2 | Providing pile foundation using 230mm dia aguar etc as per officers etc completed. | 9 | Rmt | - | - |
| 3 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 5 | Cum | - | - |
| 4 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 5 | Cum | - | - |
| 5 | Brick work in cement mortar 1:5 mix using Fly Ash bricks of 230x110x70mm (8 3/4" x 41/4" x 23/4") including cost of materials and labour charges etc., as per standard specification - 1m3 | 20 | Cum | - | - |
| 6 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 86 | Sqm | - | - |
| 7 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 21 | Cum | - | - |
| 8 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 33 | Cum | - | - |
| 9 | Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. | 138 | Sqm | - | - |
| 10 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 5 | Cum | - | - |
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