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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC | ₹1.1 L | L1 | Accepted-AOC Lowest Tender Rate |
| 2 | L2₹1.2 L+₹1,121.31 (0.98%)Rejected-AOC 20 SOODAMANI NAGAR KARAIKUDI SIVAGANGAI 630003 | SIVAGANGA | TAMIL NADU | 630003 | ₹1.2 L+₹1,121.31 (0.98%) | L2 | Rejected-AOC Highest Tender Rate |
| 3 | L3₹1.2 L+₹4,581.31 (4.01%)Rejected-AOC | ₹1.2 L+₹4,581.31 (4.01%) | L3 | Rejected-AOC Highest Tender Rate |
| 4 | L4₹1.6 L+₹44,791.31 (39.2%)Rejected-AOC | ₹1.6 L+₹44,791.31 (39.2%) | L4 | Rejected-AOC Highest Tender Rate |
| Sl No | Description | Qty | Unit | SRI AATHI CONSTRUCTIONS L3 | SELVAN CONSTRUCTIONS L4 | D SENTHILKUMAR L2 | TECHNICAL ENGINEERING CONSTRUCTION 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. (For Chokkanathapuram valayar street, Valayar to vadagudi salai-2,3) | 9 | M3 | 110 ₹990 Lowest | 1,350 ₹12,150 | 120 ₹1,080 | 211.31 ₹1,901.79 |
| 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. | 2 | M3 | 4,800 ₹9,600 | 5,000 ₹10,000 | 4,600 ₹9,200 | 4,580.18 ₹9,160.36 Lowest |
| 3.00 | Supplying and erecting centering for sides and soffits including supports and strutting upto3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 | 34 | M2 | 650 ₹22,100 | 1,350 ₹45,900 | 400 ₹13,600 | 394.28 ₹13,405.52 Lowest |
| 4.00 | Supply and fabrication of steel using TMT rods for all Reinforced cement concrete works including cost and conveyance of all materials and all labour charges for cutting, bending and placing the rod in position and tying up the rods with binding wire and other incidental charges etc., complete. as per standard specification SS 86 & 86A V,VI, VII (S6) 7,3 | 400 | Kg | 80 ₹32,000 | 115 ₹46,000 | 72 ₹28,800 Lowest | 80.23 ₹32,092 |
| 5.00 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part 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. | 5 | M3 | 5,950 ₹29,750 | 5,000 ₹25,000 Lowest | 6,300 ₹31,500 | 5,822.3 ₹29,111.5 |
| 6.00 | 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 - | 4 | M3 | 6,100 ₹24,400 | 5,000 ₹20,000 Lowest | 7,800 ₹31,200 | 7,146.88 ₹28,587.52 |
Tender Value
₹1.6 L
EMD Value
₹1,600
Closing Date
17 Jul 2026, 3:00 pmClosed
Executive Officer, Pallathur Town Panchayat
Town Panchayat Office, Pallathur, Sivagangai District
Construction of RCC Culvert at Ward No. 12, Paadasalai street (Near Dr.Thamarai amma House) in Pallathur Town Panchayat
2026_DTP_685124_4
273/2026/A1
Open Tender
Civil Works
Works
60 days
Pallathur Town Panchayat
Class II
4 documents required · 4 mandatory
₹0
₹1,600
14 Aug 2026
11 Jul 2026
17 Jul 2026
11 Jul 2026
17 Jul 2026
11 Jul 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. (For Chokkanathapuram valayar street, Valayar to vadagudi salai-2,3) | 9 | M3 | - | - |
| 2 | 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. | 2 | M3 | - | - |
| 3 | Supplying and erecting centering for sides and soffits including supports and strutting upto3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 | 34 | M2 | - | - |
| 4 | Supply and fabrication of steel using TMT rods for all Reinforced cement concrete works including cost and conveyance of all materials and all labour charges for cutting, bending and placing the rod in position and tying up the rods with binding wire and other incidental charges etc., complete. as per standard specification SS 86 & 86A V,VI, VII (S6) 7,3 | 400 | Kg | - | - |
| 5 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part 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. | 5 | M3 | - | - |
| 6 | 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 - | 4 | M3 | - | - |
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