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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC | ₹7.0 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹8.2 L+₹1.2 L (17.6%)Rejected-AOC | ₹8.2 L+₹1.2 L (17.6%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹8.2 L+₹1.2 L (17.6%)Rejected-AOC | ₹8.2 L+₹1.2 L (17.6%) | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | A.P.R CONSRTUCTION L2 | SRI PUGAZH CONSTRUCTIONS L1 | PRS & CO L3 |
|---|---|---|---|---|---|---|
| 1.00 | Desilting the exg drain as per Instruction of departmental officers..including all initial lead and lift etc complete. | 19 | m3 | 128 ₹2,432 | 108.93 ₹2,069.67 Lowest | 128 ₹2,432 |
| 2.00 | Dismantling the existing damaged PCC drain wall including all labours etc., complete | 16 | m3 | 572 ₹9,152 | 495.42 ₹7,926.72 Lowest | 572.2 ₹9,155.2 |
| 3.00 | Dismantling the existing damaged Reinforced cement concrete works including all initial lead and lift etc complete. | 2 | m3 | 5,071.3 ₹10,142.6 | 4,310.64 ₹8,621.28 Lowest | 5,071.3 ₹10,142.6 |
| 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 | 81 | m3 | 220 ₹17,820 | 187 ₹15,147 Lowest | 220 ₹17,820 |
| 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 | 10 | m3 | 5,962 ₹59,620 | 5,068.06 ₹50,680.6 Lowest | 5,962.4 ₹59,624 |
| 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 | 260 | m2 | 534 ₹1,38,840 | 453.99 ₹1,18,037.4 Lowest | 534 ₹1,38,840 |
| 7.00 | Plain Cement Concrete 1:3:6 (one cement, three crushed Stone Sand (M-Sand) and six coarse aggregates) using 20mm size ISS HBG metalincluding cost and conveyance of all materials to site and including forthe mixing, laying and labour charges etc., complete as per standardspecification | 49 | m3 | 6,721 ₹3,29,329 | 5,713.33 ₹2,79,953.17 Lowest | 6,721.56 ₹3,29,356.44 |
| 8.00 | Plastering with cement mortar1:5(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 asper standard specifications | 48 | m2 | 309.3 ₹14,846.4 | 263.14 ₹12,630.72 Lowest | 309.4 ₹14,851.2 |
| 9.00 | 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 | 67 | m2 | 1,068 ₹71,556 | 907.97 ₹60,833.99 Lowest | 1,068.1 ₹71,562.7 |
| 10.00 | Suppling and fabricating and placing inposition MS(or) R.T.S.bar for reinforcement to all RCC works as per the design given including cost ofsteel and binding wire also in all floors. | 4.25 | qtl | 9,542 ₹40,553.5 | 8,110.83 ₹34,471.03 Lowest | 9,542.1 ₹40,553.93 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
24 Jun 2026, 3:00 pmClosed
Assisstant Commissioner-West Zone
West Zone, Coimbatore Corporation
Reconstruction of SWD and culvert at sri balaji nagar in ward no 34 of west zone.
2026_MAWS_681513_7
E1/WESTZONE/2026
Open Tender
Civil Works
Works
90 days
West Zone, Coimbatore Corporation
As per document attached
4 documents required · 4 mandatory
₹0
₹10,000
Yes
20 Aug 2026
18 Jun 2026
25 Jun 2026
18 Jun 2026
24 Jun 2026
18 Jun 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. | 19 | m3 | - | - |
| 2 | Dismantling the existing damaged PCC drain wall including all labours etc., complete | 16 | m3 | - | - |
| 3 | Dismantling the existing damaged Reinforced cement concrete works including all initial lead and lift etc complete. | 2 | 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 | 81 | 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 | 10 | 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 | 260 | m2 | - | - |
| 7 | Plain Cement Concrete 1:3:6 (one cement, three crushed Stone Sand (M-Sand) and six coarse aggregates) using 20mm size ISS HBG metalincluding cost and conveyance of all materials to site and including forthe mixing, laying and labour charges etc., complete as per standardspecification | 49 | m3 | - | - |
| 8 | Plastering with cement mortar1:5(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 asper standard specifications | 48 | m2 | - | - |
| 9 | 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 | 67 | m2 | - | - |
| 10 | Suppling and fabricating and placing inposition MS(or) R.T.S.bar for reinforcement to all RCC works as per the design given including cost ofsteel and binding wire also in all floors. | 4.25 | qtl | - | - |
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