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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-AOC PAZHAVOOR TIRUNELVELI DISTRICT | TIRUNELVELI | TAMIL NADU | 627001 | ₹14.9 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹15.1 L+₹19,513 (1.31%)Rejected-Finance 19 96A PERUNGODU NEYYOOR | ₹15.1 L+₹19,513 (1.31%) | L2 | Rejected-Finance EXCESS |
| Sl No | Description | Qty | Unit | M.PONRAJ CONTRACTOR L1 | SUBASH L2 |
|---|---|---|---|---|---|
| 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. | 11 | Cum | 263.76 ₹2,901.36 Lowest | 265 ₹2,915 |
| 2.00 | Supplying and filling the foundations and basement with approved quality of well Gravel in layers of 15cm thick well rammed and consolidated as per standard specification. | 9 | Cum | 490.96 ₹4,418.64 Lowest | 495 ₹4,455 |
| 3.00 | Plain Cement Concrete 1:5:10Mix (one part cement, fIve part 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. | 1.5 | Cum | 5,312.29 ₹7,968.44 Lowest | 5,315 ₹7,972.5 |
| 4.00 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT | 2 | Cum | 7,505.33 ₹15,010.66 Lowest | 7,510 ₹15,020 |
| 5.00 | Supplying and erecting centering for vertical RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers. | 23 | Sqm | 1,035.1 ₹23,807.3 Lowest | 1,040 ₹23,920 |
| 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. | 375 | Kg | 91.86 ₹34,447.5 Lowest | 92 ₹34,500 |
| 7.00 | Providing and laying in position Standardised Concrete Mix M-20 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 325Kg/ 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 - | 3 | Cum | 8,614 ₹25,842 Lowest | 8,615 ₹25,845 |
| 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 | 12.5 | Sqm | 283.73 ₹3,546.63 Lowest | 290 ₹3,625 |
| 9.00Drilling of 150mm dia deep bore well in hard rock area to required depth including cost and all labour charges and all other incidental charges etc complete. Upto 150 m from GL | |||||
| 9.10 | upto 150 m | 450 | Rm | 330 ₹1,48,500 Lowest | 340 ₹1,53,000 |
Tender Value
Refer Docs
EMD Value
₹17,800
Closing Date
13 Aug 2026, 3:00 pmClosed
Executive Officer
Executive Officer
Providing Minipower pump Room and Deep Borewell and Extention of Pipeline at Ward No.3 Pushpavanam, ward No.6 Annanagar and ward No.16 Mangammalsalai in Panagudi Town Panchayat
2026_DTP_691509_1
434/2026
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Works
Panagudi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹17,800
Panagudi Town panchayat Office
11 Sept 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 11 | Cum | - | - |
| 2 | Supplying and filling the foundations and basement with approved quality of well Gravel in layers of 15cm thick well rammed and consolidated as per standard specification. | 9 | Cum | - | - |
| 3 | Plain Cement Concrete 1:5:10Mix (one part cement, fIve part 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. | 1.5 | Cum | - | - |
| 4 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT | 2 | Cum | - | - |
| 5 | Supplying and erecting centering for vertical RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers. | 23 | Sqm | - | - |
| 6 | 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. | 375 | Kg | - | - |
| 7 | Providing and laying in position Standardised Concrete Mix M-20 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 325Kg/ 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 - | 3 | Cum | - | - |
| 8 | 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 | 12.5 | Sqm | - | - |
| 9Drilling of 150mm dia deep bore well in hard rock area to required depth including cost and all labour charges and all other incidental charges etc complete. Upto 150 m from GL | |||||
| 9.1 | upto 150 m | 450 | Rm | - | - |
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