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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.0 CrRejected-Finance | ₹1.0 Cr | L2 | Rejected-Finance L2 Not Eligible for AOC |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-SL.No 5 Single Agreement not enclosed |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-SL.No 5 Single Agreement not enclosed amd SL.No 9 Machinary Certificate not enclosed |
| Sl No | Description | Qty | Unit | P.JAYAKUMAR L1 | G.JAYARAJ L2 |
|---|---|---|---|---|---|
| 1.00 | Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH | 1,730 | Sq.m (One Square Metre) | 23 ₹39,790 | 23.46 ₹40,585.80 |
| 2.00 | Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per S.S.20B | 119 | Cu.m (One Cubic Metre) | 131 ₹15,589 | 133.62 ₹15,900.78 |
| 3.00 | Plain cement concrete using 1:5:10 mix (One Cement, five Sand and ten Aggregate) using 40 mm ISS HGB metal for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification | 733 | Cu.m (One Cubic Metre) | 5,314 ₹39.0 L | 5,420.28 ₹39.7 L |
| 4.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 m height using mild steel sheet of size 90 cm x 60 cm x 10 mm guage with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10 cm x 6 cm spaced upto 90cm c/c and casurina props of 10 cm to 13 cm dia spaced at 0.75 m c/c complying with standar specifications as per TNDSS No. 30 & 86 | 792 | Sq.m (One Square Metre) | 488 ₹3.9 L | 497.76 ₹3.9 L |
| 5.00 | Plain Cement Concrete mix 1:2:4 (One part of cement, two part of sand and four part of aggregates) using 20 mm gauge machine broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification | 80 | Cu.m (One Cubic Metre) | 6,364 ₹5.1 L | 6,491.28 ₹5.2 L |
| 6.00 | Plain Cement Concrete mix 1:1.5:3 (One part of cement, one and half part of sand and three part of aggregates) using 20 mm gauge machine broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification | 713 | Cu.m (One Cubic Metre) | 7,357 ₹52.5 L | 7,504.14 ₹53.5 L |
| 7.00 | Providing and fixing bitumen tar pad including cost and conveyance of expansion joints, shalimar pad and jointing seal lands and fixing them tin position etc. complete as per standard specification as directed by Engineer in charge | 143 | Sq.m (One Square Metre) | 484 ₹69,212 | 493.68 ₹70,596.24 |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
28 Jan 2026, 3:00 pmClosed
Executive Officer
Kaliyakkavilai Town Panchayat
Providing cement concrete pavement at Mecode Mannarippu road Kunnuvilai Theriviali road and Manjarakkalvilai Kariyaravilai road in Kaliakkavilai Town Panchayat
2026_DTP_642291_1
680/2025/A1
Open Tender
Civil Works - Roads
90 days
Kaliyakkavilai Town Panchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.2 L
Yes
Kaliyakkavilai Town Panchayat
8 Feb 2026
12 Jan 2026
28 Jan 2026
12 Jan 2026
28 Jan 2026
12 Jan 2026
14 Jan 2026
Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH
Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per S.S.20B
Plain cement concrete using 1:5:10 mix (One Cement, five Sand and ten Aggregate) using 40 mm ISS HGB metal for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification
Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 m height using mild steel sheet of size 90 cm x 60 cm x 10 mm guage with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10 cm x 6 cm spaced upto 90cm c/c and casurina props of 10 cm to 13 cm dia spaced at 0.75 m c/c complying with standar specifications as per TNDSS No. 30 & 86
Plain Cement Concrete mix 1:2:4 (One part of cement, two part of sand and four part of aggregates) using 20 mm gauge machine broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification
Plain Cement Concrete mix 1:1.5:3 (One part of cement, one and half part of sand and three part of aggregates) using 20 mm gauge machine broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification
Providing and fixing bitumen tar pad including cost and conveyance of expansion joints, shalimar pad and jointing seal lands and fixing them tin position etc. complete as per standard specification as directed by Engineer in charge
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