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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | a₹2.3 LAccepted-AOC PAZHAVOOR TIRUNELVELI DISTRICT | TIRUNELVELI | TAMIL NADU | 627001 | ₹2.3 L | a | Accepted-AOC low rate |
| 2 | b₹2.3 LRejected-Finance 19 96A PERUNGODU NEYYOOR | ₹2.3 L | b | Rejected-Finance excess |
| Sl No | Description | Qty | Unit | SUBASH L2 | M.PONRAJ CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 11 | m3 | 200 ₹2,200 | 197 ₹2,167 |
| 2.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 4 | m3 | 5,400 ₹21,600 | 5,389 ₹21,556 |
| 3.00 | Supplying and erecting centering for sides and soffits of drainage side walls and lane walls with necessary C.W.Scantlings, silver oak planks, casurina poles 10 to 13 and labour charges etc, complete with standard specifications | 64 | m2 | 500 ₹32,000 | 489 ₹31,296 |
| 4.00 | Supplying and erecting centering for sides and soffits of drainage side walls and lane walls with necessary C.W.Scantlings, silver oak planks, casurina poles 10 to 13 and labour charges etc, complete with standard specifications | 11 | m2 | 1,100 ₹12,100 | 1,085 ₹11,935 |
| 5.00 | 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. | 11 | m3 | 6,900 ₹75,900 | 6,886 ₹75,746 |
| 6.00 | 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. | 600 | kg | 92 ₹55,200 | 91.5 ₹54,900 |
| 7.00 | Providing and laying in position Standardised Concrete Mix M-25 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 350Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. | 3 | m3 | 8,400 ₹25,200 | 8,336 ₹25,008 |
| 8.00 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 24 | m2 | 300 ₹7,200 | 287 ₹6,888 |
Tender Value
Refer Docs
EMD Value
₹2,900
Closing Date
11 Mar 2026, 3:00 pmClosed
Executive Officer
Panagudi Town panchayat
Construction of Drainage and Culvert at Ward No8 Pillaiyar kovil Street and Middle Street in Panagudi Town Panchayat
2026_DTP_671961_3
77 / 2026
Open Tender
Civil Works
180 days
Panagudi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹2,900
29 May 2026
7 Mar 2026
11 Mar 2026
7 Mar 2026
11 Mar 2026
7 Mar 2026
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
Supplying and erecting centering for sides and soffits of drainage side walls and lane walls with necessary C.W.Scantlings, silver oak planks, casurina poles 10 to 13 and labour charges etc, complete with standard specifications
Supplying and erecting centering for sides and soffits of drainage side walls and lane walls with necessary C.W.Scantlings, silver oak planks, casurina poles 10 to 13 and labour charges etc, complete with standard specifications
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.
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.
Providing and laying in position Standardised Concrete Mix M-25 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 350Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards.
Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications
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