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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | ₹4.3 L | L1 | Accepted-AOC Less |
| 2 | L2₹4.5 L+₹20,186 (4.74%)Rejected-AOC | ₹4.5 L+₹20,186 (4.74%) | L2 | Rejected-AOC Above |
| Sl No | Description | Qty | Unit | D RAJENDRAN L2 | PNAT CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | Desilting the existing drain complete direction as per the departmental officers | 4 | m3 | 82 ₹328 | 79 ₹316 Lowest |
| 2.00 | Dismantling of Plain cement concrete complete direction as per the departmental officers | 6 | m3 | 572 ₹3,432 | 545 ₹3,270 Lowest |
| 3.00 | Dismantling of reinforced cement concrete complete direction as per the departmental officers | 1 | m3 | 5,071 ₹5,071 | 4,838 ₹4,838 Lowest |
| 4.00 | 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 | 32 | m3 | 110 ₹3,520 | 104 ₹3,328 Lowest |
| 5.00 | 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. | 20 | m3 | 104 ₹2,080 | 99 ₹1,980 Lowest |
| 6.00 | 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. | 26 | m3 | 5,962 ₹1,55,012 | 5,688 ₹1,47,888 Lowest |
| 7.00 | 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. | 62 | m2 | 534 ₹33,108 | 509 ₹31,558 Lowest |
| 8.00 | 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 | 11 | m3 | 6,721 ₹73,931 | 6,412 ₹70,532 Lowest |
| 9.00 | 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. | 17 | m3 | 7,266 ₹1,23,522 | 6,932 ₹1,17,844 Lowest |
| 10.00 | Plastering with C.M.1:5 mix with 12mm thick etc., complete as per the direction of departmental officers. | 12 | m2 | 309 ₹3,708 | 295 ₹3,540 Lowest |
Tender Value
₹5.4 L
EMD Value
₹5,400
Closing Date
29 Jun 2026, 3:00 pmClosed
Asst Commissioner
East Zone Singanallur-641005
Reconstruction of SWD with CC flooring at Karupparayanpalayam and Veeriyampalayam in ward 6 East Zone
2026_MAWS_681272_3
E3/2026/EZ
Open Tender
Civil Works - Roads
Item Rate
East Zone Singanallur
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹5,400
Yes
16 Sept 2026
17 Jun 2026
30 Jun 2026
17 Jun 2026
29 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Desilting the existing drain complete direction as per the departmental officers | 4 | m3 | - | - |
| 2 | Dismantling of Plain cement concrete complete direction as per the departmental officers | 6 | m3 | - | - |
| 3 | Dismantling of reinforced cement concrete complete direction as per the departmental officers | 1 | m3 | - | - |
| 4 | 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 | 32 | m3 | - | - |
| 5Conveyance 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. | |||||
| 6 | 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. | 26 | m3 | - | - |
| 7 | 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. | 62 | m2 | - | - |
| 8 | 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 | 11 | m3 | - | - |
| 9 | 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. | 17 | m3 | - | - |
| 10 | Plastering with C.M.1:5 mix with 12mm thick etc., complete as per the direction of departmental officers. | 12 | m2 | - | - |
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