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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC CHENNAI | CHENNAI | TAMIL NADU | 600001 | ₹11.9 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹12.4 L+₹51,028.50 (4.28%)Rejected-Finance 1 367 SIVAN KOVIL STREET THONDAMATHURAI POST VEPPANTHATTAI TALUK PERAMBALUR DISTRICT | PERAMBALUR | TAMIL NADU | 621101 | ₹12.4 L+₹51,028.50 (4.28%) | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | V.JANARTHANAN L2 | Rajkumar M L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales,murram, ordinary earth, earth mixed with 50% fair sized boulders etc., with initial lead and lifts including laying, sprading, levelling sectioning breaking clods etc., incuding all incidential changes complete as per standard specification for foundation SS 20B | 216 | M3 | 270 ₹58,320 | 263 ₹56,808 Lowest |
| 2.00 | Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam for required thick specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density,including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers MORTH 406 | 72 | M3 | 2,850 ₹2,05,200 | 2,711 ₹1,95,192 Lowest |
| 3.00 | Plain Cement Concrete 1:5:10 Mix (one Part of cement, five Part of M- Sand and ten Part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 71.5 | M3 | 6,125 ₹4,37,937.5 | 5,670 ₹4,05,405 Lowest |
| 4.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. | 24 | M2 | 600 ₹14,400 | 575 ₹13,800 Lowest |
| 5.00 | Supply and fixing of 12mm thick Bitumen Pad inluding cost and conveyance of all labour and all material charges etc | 15 | M2 | 555 ₹8,325 | 479 ₹7,185 Lowest |
| 6.00 | Plain Cement Concrete 1:2:4 Mix (One Part of cement, two Part of M- Sand and four Part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., Complete with std. Specifications. TNDSS NO: 30 V, VI (S3), VII-3. | 77 | M3 | 6,750 ₹5,19,750 | 6,682 ₹5,14,514 Lowest |
Tender Value
₹14.5 L
EMD Value
₹14,500
Closing Date
6 Mar 2026, 3:00 pmClosed
THE EXECUTIVE OFFICER
THE EXECUTIVE OFFICER KURUMBALUR TOWN PANCHAYAT 621107
Providing CC road at Mariamman kovil street and cross street in kurumbalur Town Panchayat
2026_DTP_670530_2
40/2026
Open Tender
Civil Works
Works
90 days
KURUMBALUR TOWN PANCHAYAT
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹14,500
Yes
16 May 2026
4 Mar 2026
6 Mar 2026
4 Mar 2026
6 Mar 2026
4 Mar 2026
Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales,murram, ordinary earth, earth mixed with 50% fair sized boulders etc., with initial lead and lifts including laying, sprading, levelling sectioning breaking clods etc., incuding all incidential changes complete as per standard specification for foundation SS 20B
Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam for required thick specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density,including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers MORTH 406
Plain Cement Concrete 1:5:10 Mix (one Part of cement, five Part of M- Sand and ten Part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86.
Supply and fixing of 12mm thick Bitumen Pad inluding cost and conveyance of all labour and all material charges etc
Plain Cement Concrete 1:2:4 Mix (One Part of cement, two Part of M- Sand and four Part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., Complete with std. Specifications. TNDSS NO: 30 V, VI (S3), VII-3.
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