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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹23.2 LAccepted-AOC | ₹23.2 L | 1 | Accepted-AOC Lowest rate quoted |
| 2 | 2₹23.3 LRejected-Finance | ₹23.3 L | 2 | Rejected-Finance Highest rate quoted |
| Sl No | Description | Qty | Unit | INNOVATIVE SYSTEMS L1 | T. Jansirani L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in all soils and to the full depth as may be directed except hard rock not requiring blasting inclusive of shoring, shuttering and bailing of water wherever necessary refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and compacted deposition the surplus earth in places shown by Departmental Officers with initial lead of 10 Meters and lift of 2 meters and clearing leveling the site etc., complete. TNDSS NO.23 & 24 VI (S2) | 132 | m3 | 276 ₹36,432 | 277 ₹36,564 |
| 2.00 | Cement concrete 1:5:10mix (one cement Five sand ten aggregate) using 40mm ISS gauge HBG metal for foundation including cost and conveyance of all materials and all labour charges for mixing, laying, ramming, curing concrete etc., complete as per standard specification. TNDSS NO.28 V, VI | 22 | m3 | 5,244 ₹1.2 L | 5,245 ₹1.2 L |
| 3.00 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
Upto G.L | 133 | m2 | 489 ₹65,037 | 490 ₹65,170 |
| 4.00 | Above G.L | 103 | m2 | 978 ₹1.0 L | 980 ₹1.0 L |
| 5.00 | Plain Surface | 84 | m2 | 1,085 ₹91,140 | 1,100 ₹92,400 |
| 6.00 | Plain Cement Concrete 1:1.5:3 mix using 20mm size ISS gauge HBG metal for foundation including cost and conveyance of all materials to site and all labour charges for mixing, laying, ramming, curing concrete etc., TNDSS NO. 24 | 176 | m3 | 7,314 ₹12.9 L | 7,350 ₹12.9 L |
| 7.00 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire) | 3,200 | kg | 91.75 ₹2.9 L | 92 ₹2.9 L |
| 8.00 | 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 - | 32 | m3 | 8,407 ₹2.7 L | 8,410 ₹2.7 L |
| 9.00 | Supply and Fixing 40 mm B class GI Pipe incuding all charges and conveyance | 44 | m | 348 ₹15,312 | 350 ₹15,400 |
| 10.00 | Supply and Fiilling with excavated earth refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and compacted deposition the surplus earth in places shown by Departmental Officers with initial lead of 10 Meters and lift of 2 meters and clearing leveling the site etc., complete. | 115 | m3 | 45.75 ₹5,261.25 | 46 ₹5,290 |
Tender Value
₹28 L
EMD Value
₹28,000
Closing Date
17 Feb 2026, 3:00 pmClosed
Executive Officer Melaseval Town Panchayat
Executive Officer Melaseval Town Panchayat
Construction of Bridge at Ward No.2 Thatchankulam Channel at Kalathu street in Melaseval Town Panchayat
2026_DTP_652564_1
203/2025
Open Tender
Civil Works - Bridges
180 days
Melaseval Town Panchayat Tirunelveli District
Class II
3 documents required · 3 mandatory
₹0
₹28,000
Yes
Melaseval Town Panchayat Tirunelveli District
26 Feb 2026
7 Feb 2026
17 Feb 2026
7 Feb 2026
17 Feb 2026
7 Feb 2026
10 Feb 2026
Earth work excavation for foundation in all soils and to the full depth as may be directed except hard rock not requiring blasting inclusive of shoring, shuttering and bailing of water wherever necessary refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and compacted deposition the surplus earth in places shown by Departmental Officers with initial lead of 10 Meters and lift of 2 meters and clearing leveling the site etc., complete. TNDSS NO.23 & 24 VI (S2)
Cement concrete 1:5:10mix (one cement Five sand ten aggregate) using 40mm ISS gauge HBG metal for foundation including cost and conveyance of all materials and all labour charges for mixing, laying, ramming, curing concrete etc., complete as per standard specification. TNDSS NO.28 V, VI
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) Upto G.L
Above G.L
Plain Surface
Plain Cement Concrete 1:1.5:3 mix using 20mm size ISS gauge HBG metal for foundation including cost and conveyance of all materials to site and all labour charges for mixing, laying, ramming, curing concrete etc., TNDSS NO. 24
Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)
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 -
Supply and Fixing 40 mm B class GI Pipe incuding all charges and conveyance
Supply and Fiilling with excavated earth refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and compacted deposition the surplus earth in places shown by Departmental Officers with initial lead of 10 Meters and lift of 2 meters and clearing leveling the site etc., complete.
Supply and Fiilling with wellgravel of well rammed and compacted deposition the surplus earth in places shown by Departmental Officers and clearing leveling the site etc., complete.
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH
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