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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.0 LAccepted-AOC | ₹24.0 L | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical NO 9 R C COMPLEX KUMBAKONAM SALAI PANRUTI TK | CUDDALORE | TAMIL NADU | 605007 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | VIJAYAKUMAR CONTRACTOR H1 |
|---|---|---|---|---|
| 1.00Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNDSS 23 & 24, V, VI (S2), VII, 9,10 | ||||
| 1.01 | First depth of 0 to 2m | 44 | m3 | 260.76 ₹11,473.44 Lowest |
| 1.02 | II depth 2m to 3m | 17 | m3 | 271.21 ₹4,610.57 Lowest |
| 1.03 | kerb wall | 5 | m3 | 130.86 ₹654.3 Lowest |
| 1.04 | Pipe line | 120 | m | 138.1 ₹16,572 Lowest |
| 1.05 | Sluice Valve Pit | 9 | m3 | 260.73 ₹2,346.57 Lowest |
| 2.00 | Plain Cement Concrete of mix 1 : 4 : 8 (One pat of Cement four part of sand eightpart of aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 4 | m3 | 5,515.29 ₹22,061.16 Lowest |
| 3.00Providing and laying in position, standardised concrete Mix M-25 Grade in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/m3 and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). PWD Sl,No: 159 | ||||
| 3.01 | Column footing below 1.50m | 4 | m3 | 8,425.01 ₹33,700.04 Lowest |
| 3.02 | Column upto Plith or Tie Beam | 2 | m3 | 8,286.23 ₹16,572.46 Lowest |
Tender Value
₹29.2 L
EMD Value
₹29,200
Closing Date
11 Aug 2026, 3:00 pmClosed
Executive Officer
Palayam Town Panchayat office at Guziliamparai
Construction of 60000 litres (Elevated Level Service Reservoir (OHT)) and providing paver block at Weekly Shandy in Palayam Town Panchayat, Dindigul District.
2026_DTP_688982_1
214/1/2025/A1
Open Tender
Civil Works
Item Rate
Palayam TP
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹29,200
27 Aug 2026
28 Jul 2026
11 Aug 2026
28 Jul 2026
11 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNDSS 23 & 24, V, VI (S2), VII, 9,10 | |||||
| 1.01 | First depth of 0 to 2m | 44 | m3 | - | - |
| 1.02 | II depth 2m to 3m | 17 | m3 | - | - |
| 1.03 | kerb wall | 5 | m3 | - | - |
| 1.04 | Pipe line | 120 | m | - | - |
| 1.05 | Sluice Valve Pit | 9 | m3 | - | - |
| 2 | Plain Cement Concrete of mix 1 : 4 : 8 (One pat of Cement four part of sand eightpart of aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 4 | m3 | - | - |
| 3Providing and laying in position, standardised concrete Mix M-25 Grade in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/m3 and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). PWD Sl,No: 159 | |||||
| 3.01 | Column footing below 1.50m | 4 | m3 | - | - |
| 3.02 | Column upto Plith or Tie Beam | 2 | m3 | - | - |
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