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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.2 L+₹58,910.78 (16.5%)Admitted-Fee/PreQual/Technical/Finance | ₹4.2 L+₹58,910.78 (16.5%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.2 L+₹63,288.78 (17.8%)Admitted-Fee/PreQual/Technical/Finance | ₹4.2 L+₹63,288.78 (17.8%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RP INFRASTRUCTURES L2 | sirpi infrastructure L1 | DSP INFRASTRUCTURES L3 |
|---|---|---|---|---|---|---|
| 1.00 | Desilting the existing drain complete direction as per the departmental officers | 8 | m3 | 80 ₹640 | 69.96 ₹559.68 Lowest | 83 ₹664 |
| 2.00 | Dismantling of Plain cement concrete complete direction as per the departmental officers | 5 | m3 | 570 ₹2,850 | 486.42 ₹2,432.1 Lowest | 575 ₹2,875 |
| 3.00 | Earthwork excavation for foundation in Hard stiff clay,stiff black cotton, hardred earth,shalesmurram,gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil,wet sand,or silt not underwater, light black cotton soil,sandy loam ordinary soil and to full depth as may be directed except in hard rock requiring blasting inclusiveof shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 66 | m3 | 200 ₹13,200 | 187 ₹12,342 Lowest | 220 ₹14,520 |
| 4.00 | Conveyance the excess earth or earth not suitable for refilling, dumping and spreading, levelling of the same at places of dump approved by departmental officers and as directed including lorry hire charges, labour for loading, unloading, spreading, leveling, making approaches for areas of dumps etc., complete. | 29 | m3 | 100 ₹2,900 | 88.4 ₹2,563.6 Lowest | 105 ₹3,045 |
| 5.00 | Flooring with bed of cement concrete 1:4:8 (One part of cement, four parts of sand and eight parts of stone jelly by volume) using 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. | 9 | m3 | 6,000 ₹54,000 | 5,068.12 ₹45,613.08 Lowest | 5,965 ₹53,685 |
| 6.00 | Supplying and erecting centering for sides and soffits including supports and strutting for plain surfaces such as Plain cement concrete walls etc., with all cross bracing etc., including decentering after curing period,complete complying with standard specifications, at all leads inside the building, at all heights. | 168 | m2 | 520 ₹87,360 | 453.99 ₹76,270.32 Lowest | 535 ₹89,880 |
| 7.00 | Drain walls with of cement concrete 1:3:6 (One part of cement, three parts of sand and six parts of stone jelly by volume) using 20 mm thick granite hard broken stones, all machine mixed, laid to the specified thickness including all labour charges for concreting, ramming, curing etc, complete complying with relevant standard specifications | 33 | m3 | 6,720 ₹2,21,760 | 5,713.39 ₹1,88,541.87 Lowest | 6,725 ₹2,21,925 |
| 8.00 | Flooring with bed of cement concrete 1:2:4 (One part of cement, two parts of sand and four parts of stone jelly by volume) using 20 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. | 2 | m3 | 7,260 ₹14,520 | 6,176.89 ₹12,353.78 Lowest | 7,270 ₹14,540 |
| 9.00 | Plastering with C.M.1:5 mix with 12mm thick etc., complete as per the direction of departmental officers. | 36 | m2 | 300 ₹10,800 | 263.14 ₹9,473.04 Lowest | 310 ₹11,160 |
| 10.00 | Manufacturing, supplying and fixing in position plaincement concrete precast kerb slab of size 600mmx600mm x 100mm in Cement Concrete 1:1.5:3 (One cement,TwoM-sandandFour jelly)using 20mm HBG stone jelly includingcostofmouldingcharges,castingof
slab, finishing, curing, fixingandpointing the slab with CM 1:3(OneCement andThreeSand) to full depthof
slabetc.,complete complying with standard specificationand as directed | 5 | m2 | 1,000 ₹5,000 | 864.63 ₹4,323.15 Lowest | 1,017 ₹5,085 |
Tender Value
₹5 L
EMD Value
₹5,000
Closing Date
3 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Construction of storm water drains at Perumal Koil Street, Urumandampalayam and Vishnu Nagar areas in Ward No. 14, North Zone.
2026_MAWS_694689_17
e55/2026-NZ Single
Open Tender
Civil Works
Works
90 days
Coimbatore corporation
As per tender documents
5 documents required · 5 mandatory
₹0
₹5,000
3 Sept 2026
17 Aug 2026
3 Sept 2026
17 Aug 2026
3 Sept 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Desilting the existing drain complete direction as per the departmental officers | 8 | m3 | - | - |
| 2 | Dismantling of Plain cement concrete complete direction as per the departmental officers | 5 | m3 | - | - |
| 3 | Earthwork excavation for foundation in Hard stiff clay,stiff black cotton, hardred earth,shalesmurram,gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil,wet sand,or silt not underwater, light black cotton soil,sandy loam ordinary soil and to full depth as may be directed except in hard rock requiring blasting inclusiveof shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 66 | m3 | - | - |
| 4 | Conveyance the excess earth or earth not suitable for refilling, dumping and spreading, levelling of the same at places of dump approved by departmental officers and as directed including lorry hire charges, labour for loading, unloading, spreading, leveling, making approaches for areas of dumps etc., complete. | 29 | m3 | - | - |
| 5 | Flooring with bed of cement concrete 1:4:8 (One part of cement, four parts of sand and eight parts of stone jelly by volume) using 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. | 9 | m3 | - | - |
| 6 | Supplying and erecting centering for sides and soffits including supports and strutting for plain surfaces such as Plain cement concrete walls etc., with all cross bracing etc., including decentering after curing period,complete complying with standard specifications, at all leads inside the building, at all heights. | 168 | m2 | - | - |
| 7 | Drain walls with of cement concrete 1:3:6 (One part of cement, three parts of sand and six parts of stone jelly by volume) using 20 mm thick granite hard broken stones, all machine mixed, laid to the specified thickness including all labour charges for concreting, ramming, curing etc, complete complying with relevant standard specifications | 33 | m3 | - | - |
| 8 | Flooring with bed of cement concrete 1:2:4 (One part of cement, two parts of sand and four parts of stone jelly by volume) using 20 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. | 2 | m3 | - | - |
| 9 | Plastering with C.M.1:5 mix with 12mm thick etc., complete as per the direction of departmental officers. | 36 | m2 | - | - |
| 10 | Manufacturing, supplying and fixing in position plaincement concrete precast kerb slab of size 600mmx600mm x 100mm in Cement Concrete 1:1.5:3 (One cement,TwoM-sandandFour jelly)using 20mm HBG stone jelly includingcostofmouldingcharges,castingof
slab, finishing, curing, fixingandpointing the slab with CM 1:3(OneCement andThreeSand) to full depthof
slabetc.,complete complying with standard specificationand as directed | 5 | m2 | - | - |
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