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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.8 LAccepted-AOC | ₹5.8 L | 1 | Accepted-AOC Accepted |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SSK INFRASTRUCTURE LLP L1 |
|---|---|---|---|---|
| 1.00 | Earth work excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, ordinary earth, earth mix with 50% fair sized boulders etc., with initial lead and lifts including laying, spreading, leveling, sectioning breaking clods etc., including all incidental charges etc., complete as per standard specification . for Raft Foundations SS 20B TNDSS NO. 23 &24 V, VI (S2) VI 9 | 1 | m | - |
| 2.00 | First depth of 2m beloe GL | 558.2 | M3 | 184 ₹1.0 L |
| 3.00 | Second depth of 2m to 3m | 29.9 | M3 | - |
| 4.00 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 25.7 | M3 | - |
| 5.00 | Plain Cement concrete of mix 1:4:8 (One cement four sand and eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including 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 S25 | 12.8 | M3 | 5,023 ₹64,294.40 |
| 6.00 | Providing and laying in position Standardised Concrete Mix M-30 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 400Kg/ cum and maximum water cement ratio of 0.45 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 - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. | 1 | m | - |
| 7.00 | below 1.50m from GL | 31.32 | M3 | 6,473 ₹2.0 L |
| 8.00 | 0m to1.50m below GL | 4.6 | M3 | - |
| 9.00 | 0m to4.50m above GL | 9 | M3 | - |
| 10.00 | Above 4.50m and upto 7.32 from GL | 6.5 | M3 | - |
Tender Value
₹5.8 L
EMD Value
₹11,500
Closing Date
23 Apr 2025, 3:00 pmClosed
Executive Officer
Alangayam Town Panchayat
Construction of WardNo. 7, Kovil Near Strom water Drain retaining wall in Alangayam Town panchayat
2025_DTP_544735_1
248 15th Finance 2nd installment 2024-2025 Ward No. 7
Open Tender
Civil Works
90 days
Alangayam Town Panchayat
Construction of WardNo. 7, Kovil Near Strom water Drain retaining wall in Alangayam Town panchayat
3 documents required · 3 mandatory
₹0
₹11,500
Alangayam Town Panchayat
5 May 2026
12 Apr 2025
23 Apr 2025
12 Apr 2025
23 Apr 2025
12 Apr 2025
12 Apr 2025 - 23 Apr 2025
16 Apr 2025
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