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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC | ₹10.0 L | L1 | Accepted-AOC Accept |
| 2 | L2₹10.8 LRejected-AOC | ₹10.8 L | L2 | Rejected-AOC Reject |
| Sl No | Description | Qty | Unit | R SABEER ALI L2 | R.Seerangam L1 |
|---|---|---|---|---|---|
| 1.01 | Earthwork excavation for foundation to the full depth as may be directed by departmental officers in all types of soils except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary, refilling the sides of foundation with excavated soil in layers of 15cm thick well rammed and consolidated and depositing the surplus earth in the places shown by the departmental officers with initial lead of 10 Meters and initial lift 2 Metres and clearing and leveling the site etc. complete complying with standard specification. | 87 | M3 | 264 ₹22,968 | 246.5 ₹21,445.50 |
| 2.01 | 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 | 5,473 ₹1.8 L | 5,115 ₹1.6 L |
| 3.01Centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3 mts height using MS sheets of size 90 cm x 60 cm (10 gauge) and stiffered with elded silver oak joists of size 10 cm x 6.5 cm spaced at about 90 ce c/c and supported by casurinaprops of size 10 cm to 13 cm dia spaced at 75 cm c/c complying with standard specification | |||||
| 3.02 | Side | 157 | M2 | 492 ₹77,244 | 459.8 ₹72,188.60 |
| 3.03 | For Culvert | 11 | M2 | 1,095 ₹12,045 | 1,023 ₹11,253 |
| 4.01 | E) 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. | 26 | M3 | 7,025 ₹1.8 L | 6,565 ₹1.7 L |
| 5.01 | Plian Cement Concrete 1:1½:3 Mix (One part cement, one and half part sand and three part of aggregate)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 but excluding cost of reinforcement etc. Complete with std. Specifications.(Using Vibrator) TNDSS NO: 30 V, VI (S3), VII-3. | 60 | M3 | 7,714 ₹4.6 L | 7,208 ₹4.3 L |
| 6.01 | B) 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. | 93 | M2 | 170 ₹15,810 | 158.8 ₹14,768.40 |
| 7.01 | A) Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all floors etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3. | 325 | Kg | 95 ₹30,875 | 88.89 ₹28,889.25 |
| 8.01 | Providing and laying in position 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 - | 11 | M3 | 8,688 ₹95,568 | 8,120.1 ₹89,321.10 |
Tender Value
₹12 L
EMD Value
₹12,000
Closing Date
20 Aug 2025, 3:00 pmClosed
The Executive Officer
Town Panchayat Office, Kamayagoundanpatti, Theni Dist
15th FINANCE UNTIED SCHEME 2025-2026- Relaying of CC road at ward 10 Kallar school street in kamayagoundanpatti townpanchayat
2025_DTP_590920_1
256/2025
Open Tender
Civil Works
180 days
Kamayagoundanpatti town limit
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹12,000
Town Panchayat Office, Kamayagoundanpatti,
30 Jan 2026
9 Aug 2025
20 Aug 2025
9 Aug 2025
20 Aug 2025
11 Aug 2025
11 Aug 2025
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