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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 LAccepted-AOC | ₹13.9 L | L1 | Accepted-AOC Lower than estimate rate |
| 2 | L2₹14.1 LRejected-Finance 20 RAJA STREET PALAYAMKOTTAI TIRUNELVELI 627002 | TIRUNELVELI | TAMIL NADU | 627002 | ₹14.1 L | L2 | Rejected-Finance higher than estimate rate |
| Sl No | Description | Qty | Unit | MARIDURAI AND CO L2 | MPR Infrastructure Service L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 13.25 | Cum | 205 ₹2,716.25 | 197.8 ₹2,620.85 |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part M Sand and Eight 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. | 76.9 | Cum | 5,930 ₹4.6 L | 5,855.4 ₹4.5 L |
| 3.00 | 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. | 306 | Sqmt | 510 ₹1.6 L | 489 ₹1.5 L |
| 4.00 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part M Sand and four part of aggrigate) 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 30.6 | Cum | 7,290 ₹2.2 L | 7,257.35 ₹2.2 L |
| 5.00 | Plain Cement Concrete 1:1½:3 Mix (one part cement, One and half part M Sand and three part of aggrigate) 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 71.4 | Cum | 7,890 ₹5.6 L | 7,797.35 ₹5.6 L |
| 6.00 | Providing Bitumen felt 15mm thick for Expansion joint including cost and conveyance of all other labour and material charges to site etc., complete. | 13.5 | Sqmt | 520 ₹7,020 | 484.95 ₹6,546.83 |
Tender Value
₹17.5 L
EMD Value
₹17,500
Closing Date
19 Jan 2026, 3:00 pmClosed
Executive Officicer
Town panchayat Office 14/66-1 Ambai Road Alangulam
providing CC Pavement at 8th Ward Thuthikulam Salai in Alangulam Town Panchayat
2025_DTP_637299_1
331/2025
Open Tender
Civil Works - Roads
270 days
Alangulam Town Panchayat
As per tender Notice
2 documents required · 2 mandatory
₹0
₹17,500
3 Apr 2026
29 Dec 2025
19 Jan 2026
29 Dec 2025
19 Jan 2026
29 Dec 2025
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.
Plain Cement Concrete 1:4:8 Mix (one part cement, four part M Sand and Eight 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.
Plain Cement Concrete 1:2:4 Mix (one part cement, two part M Sand and four part of aggrigate) 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Plain Cement Concrete 1:1½:3 Mix (one part cement, One and half part M Sand and three part of aggrigate) 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Providing Bitumen felt 15mm thick for Expansion joint including cost and conveyance of all other labour and material charges to site etc., complete.
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