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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.7 LAccepted-AOC | ₹4.7 L | 1 | Accepted-AOC Work Order Issuued |
| 2 | 1₹4.7 LRejected-Finance | ₹4.7 L | 1 | Rejected-Finance Above |
| Sl No | Description | Qty | Unit | S.P KAARTHIKEYAN L1 | KADAPPAN ARUMUGAM L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering, and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete SS.20.B | 45 | Cum | 184 ₹8,280 | 185 ₹8,325 |
| 2.00 | Plain Cement concrete 1:4:8 (one cement, four sand,eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted,etc., complete complying with standard specfication. | 8 | Cum | 5,332.9 ₹42,663.20 | 5,335 ₹42,680 |
| 3.00Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | |||||
| 3.01 | Road Side Wall | 172 | Sqm | 459.85 ₹79,094.20 | 460 ₹79,120 |
| 3.02 | Culver Slab | 3 | Sqm | 919.7 ₹2,759.10 | 920 ₹2,760 |
| 4.00 | Plain Cement concrete 1:2:4 (one cement,Three sand & Six course aggregate) using 20mm gauge hand broken granite stones for all RCC items of works excluding centering shuttering and cost of reinforcement including curing etc.,complete and also including fixing fan clamps and fixtures in RCC works wherever necessary as directed by departmental officer etc., complete. | 26 | Cum | 6,782.6 ₹1.8 L | 6,785 ₹1.8 L |
| 5.00 | 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. | 180 | Kg | 89.85 ₹16,173 | 90 ₹16,200 |
| 6.00 | 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 | 1 | Cum | 8,322.7 ₹8,322.70 | 8,335 ₹8,335 |
| 7.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm 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 | 12 | Cum | 2,331 ₹27,972 | 2,335 ₹28,020 |
| 8.00 | Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 63mm 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,. | 113 | Sqm | 913.5 ₹1.0 L | 920 ₹1.0 L |
Tender Value
₹5.6 L
EMD Value
₹5,600
Closing Date
28 May 2025, 3:00 pmClosed
The Executive Officer
Ponnamaravathy Town Panchayat
Providing Paver Block and Drainage with Culvert at Ward No.12 Amman Kovil Street in Ponnamaravathy Town Panchayat
2025_DTP_562359_1
84/2025/A1- Paver Block Road - Ward No.12
Open Tender
Civil Works
90 days
Ponnamaravathy Town Panchayat
As Refer the Tender Document
2 documents required · 2 mandatory
₹0
₹5,600
20 May 2026
28 May 2025
28 May 2025
28 May 2025
28 May 2025
28 May 2025
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