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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-Finance | ₹14.7 L | L1 | Accepted-Finance LOWEST AMOUNT |
| 2 | L2₹14.7 LRejected-Finance | ₹14.7 L | L2 | Rejected-Finance HIGHEST AMOUNT |
| Sl No | Description | Qty | Unit | R.Thanaraj L1 | ARVIN ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456-2000. Acceptance criteria by clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.( Cost of Reinforcement provided for Pile and Welding charges shall be measured and Paid separately ) | |||||
| 2.00 | 300mm file | 64 | RM | 1,669.74 ₹1.1 L | 1,670 ₹1.1 L |
| 3.00 | Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., complete as per standard specification | 20.5 | Cum | 198.95 ₹4,078.16 | 200 ₹4,099.68 |
| 4.00 | Supplying and filling with clear M- sand for foundation and basement including cost and conveyance of all charges etc., complete as per standard specifications | 5.5 | Cum | 2,442.2 ₹13,426.73 | 2,443 ₹13,431.13 |
| 5.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 11.5 | Cum | 6,022.75 ₹69,254.10 | 6,023 ₹69,256.97 |
| 6.00 | Supplying and fabricating of steel for all RCC works including cost of steel, binding wire and all labour charges etc., complete as per standard specification | 1,620 | Kg | 92.9 ₹1.5 L | 93 ₹1.5 L |
| 7.00Centering for soffits of RCC slabs of plane surface like lintels, beams etc., including strutting 3m high using mild steel sheets of size 90cmx60cm and B.G 10 stiffened with M.S anges of size 25mmx25mmx3mm laid over silver oak (C.W) joists of size 10cmx6.5cm (Spaced at about 90cm c/c) and supported by casuruina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specifications | |||||
| 7.01 | i) For Column | 29.5 | Sqm | 1,246.75 ₹36,781.62 | 1,247 ₹36,788.99 |
| 7.02 | ii) For Slab and Beam | 109 | Sqm | 1,212 ₹1.3 L | 1,213 ₹1.3 L |
| 8.00 | 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 - | 17 | Cum | 9,106.8 ₹1.5 L | 9,107 ₹1.5 L |
Tender Value
₹16.5 L
EMD Value
₹16,500
Closing Date
8 Oct 2025, 3:00 pmClosed
MUNICIPAL COMMISSIONER SIRKALI
kamaraj street sirkali
CONSTRUCTION OF ANGANWADI BUILDING CENTRE AT KEEZHA THENPATHI MUNICIPAL PRIMARY SCHOOL CAMPUS WARD NO17 SIRKALI MUNICIPALITY
2025_MAWS_608637_1
ROC 9732/2024/SS2
Open Tender
Civil Works
Municipal office sirkali
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹16,500
Muncipal office sirkali
4 Jun 2026
25 Sept 2025
8 Oct 2025
25 Sept 2025
8 Oct 2025
25 Sept 2025
30 Sept 2025
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