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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.6 LAccepted-AOC | L1 | Accepted-AOC Low Rate | |
| 2 | L2₹21.6 L+₹1,579 (0.07%)Rejected-Finance | L2 | Rejected-Finance Above Rate |
| Sl No | Description | Qty | Unit | V. Pandi L1 | Ravikannan 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 B TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 64 | M3 | 165 ₹10,560 Lowest | 166 ₹10,624 |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 32 | M3 | 5,472.01 ₹1,75,104.32 Lowest | 5,473.01 ₹1,75,136.32 |
| 3.00 | Supplying and erecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. for Drain wall centering complete complying with standard specification. TNDSS NO: 30&86 | 526.5 | M2 | 489.18 ₹2,57,553.27 Lowest | 490.18 ₹2,58,079.77 |
| 4.00 | 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. | 105.5 | M3 | 6,860.67 ₹7,23,800.69 Lowest | 6,861.67 ₹7,23,906.19 |
| 5.00 | Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete. | 107 | M2 | 164.91 ₹17,645.37 Lowest | 165.91 ₹17,752.37 |
| 6.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c Culvert slab centering complying with standard specifications as per TNDSS NO : 30 & 86. | 24 | M2 | 652.25 ₹15,654 Lowest | 653.25 ₹15,678 |
| 7.00 | 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. | 720 | Kg | 91.85 ₹66,132 Lowest | 92.85 ₹66,852 |
| 8.00 | Reinforced Cement concrete 1:1 1/2 :3 (one part of cement one and half part of sand and three part of aggregate )using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of TMT rod, centering , struuting but including cost of mixing placing the concrete in postion vibrating cosolidating finishing and curing the concrete etc complete complying the standard specifications.. TNDSS NO: 30 V, VI (S3), VII-3. | 6 | M3 | 9,183.91 ₹55,103.46 Lowest | 9,183.91 ₹55,103.46 Lowest |
| 9.00 | Providing Manhole Raising/Degrading for removing the exisiting manhole 0.15m raising/degrading and fixing the 0.60 x 0.60m SFRC Manhole including cost and conveyence of all other labour charges etc., complete | 5 | Nos | 3,531.18 ₹17,655.9 Lowest | 3,531.18 ₹17,655.9 Lowest |
| 10.00 | Removing and Relaying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 100mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. | 403.5 | M2 | 483.73 ₹1,95,185.06 Lowest | 483.73 ₹1,95,185.06 Lowest |
Tender Value
Refer Docs
EMD Value
₹26,000
Closing Date
2 Sept 2025, 3:00 pmClosed
E O
Melachokkanathapuram Town Panchayat
Restoration of Paver Block Road at Ward 07 Ambedkar Street 1 3 4 5 6 7
2025_DTP_595133_1
59/2018
Open Tender
Civil Works
Works
180 days
Melachokkanathapuram Town Panchayat
As Per Tender Notice
3 documents required · 3 mandatory
₹0
₹26,000
Yes
Melachokkanathapuram Town Panchayat
8 Nov 2025
20 Aug 2025
2 Sept 2025
20 Aug 2025
2 Sept 2025
20 Aug 2025
20 Aug 2025 - 2 Sept 2025
26 Aug 2025
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