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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.8 LAccepted-AOC | ₹19.8 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹19.8 LRejected-Finance | ₹19.8 L | L2 | Rejected-Finance Highest |
| Sl No | Description | Qty | Unit | ESAKKITHAI L2 | KARTHICK 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. | 15 | Cum | 197.8 ₹2,967 | 197.5 ₹2,962.50 |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part 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. | 25 | Cum | 5,775.9 ₹1.4 L | 5,775.5 ₹1.4 L |
| 3.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface , centering for soffits upto 3 meter height using mild steel sheet 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. | 66 | Sqm | 489 ₹32,274 | 489 ₹32,274 |
| 4.00 | Plain Cement Concrete 1:2:4 Mix (one part cement, Two part sand and Four part of aggrigate) using 20 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. | 21 | Cum | 7,149.14 ₹1.5 L | 7,149 ₹1.5 L |
| 5.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 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 | 7 | Cum | 978 ₹6,846 | 978 ₹6,846 |
| 6.00 | R.C.C.1:1 1/2:3 mix using 20mm ISS HBG metal including Cost and conveyance and all labour charges for mixing laying finishing and curing etc complete but excluding cost of steel & Centering charges etc., complete as per SS | 4 | Cum | 9,450 ₹37,800 | 9,340 ₹37,360 |
| 7.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 450 | Cum | 91.8 ₹41,310 | 91.8 ₹41,310 |
| 8.00 | Supplying and laying Precast Designer Paver Block confirming to IS 1568-2006 specification manufacturing and laying standard of M50 grade 83mm thick (table clauses 5 and 9.14) suitable for bus terminals industrial complexes road on expensive soils etc., including the cost of paver block of size 225mm x 12.50 mm x 83mm and conveyance of materials to work site mentioned in the tender schedule cost of loading and unloading handling during over Stone dust of 100mm thick (excluding the cost of sand) conveyance paver block cutter to site and hire charges of vibrators and block cutter operator and labour for leveling the sand to paver block etc., complete ISI 15658-2006. | 1,501 | Sqm | 1,044 ₹15.7 L | 1,044 ₹15.7 L |
Tender Value
₹24 L
EMD Value
₹24,000
Closing Date
26 Feb 2026, 3:00 pmClosed
Executive Officer Moolaikaraipatti Town Panchayat
Executive officer, Town Panchayat office, Moolaikaraipatti
Providing Paverblock Arrangements at Ward no.1 Chinnamoolaikarai Main Road,Chinnamoolaikarai SanthiKinaru Street Chinnamoolaikarai Main Road lane in Moolakaraipatti Town Panchayat.
2026_DTP_663321_1
70/2026
Open Tender
Civil Works
180 days
Moolaikaraipatti
As per Norms
3 documents required · 3 mandatory
₹0
₹24,000
21 Mar 2026
21 Feb 2026
26 Feb 2026
21 Feb 2026
26 Feb 2026
21 Feb 2026
21 Feb 2026 - 26 Feb 2026
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 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 , centering for soffits upto 3 meter height using mild steel sheet 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 sand and Four part of aggrigate) using 20 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.
Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 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
R.C.C.1:1 1/2:3 mix using 20mm ISS HBG metal including Cost and conveyance and all labour charges for mixing laying finishing and curing etc complete but excluding cost of steel & Centering charges etc., complete as per SS
Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.
Supplying and laying Precast Designer Paver Block confirming to IS 1568-2006 specification manufacturing and laying standard of M50 grade 83mm thick (table clauses 5 and 9.14) suitable for bus terminals industrial complexes road on expensive soils etc., including the cost of paver block of size 225mm x 12.50 mm x 83mm and conveyance of materials to work site mentioned in the tender schedule cost of loading and unloading handling during over Stone dust of 100mm thick (excluding the cost of sand) conveyance paver block cutter to site and hire charges of vibrators and block cutter operator and labour for leveling the sand to paver block etc., complete ISI 15658-2006.
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