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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC | ₹6.5 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹6.7 LRejected-AOC | ₹6.7 L | L2 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | M.Venkatachalam L1 | V. SUNDARAM L2 |
|---|---|---|---|---|---|
| 1.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part M-sand and eight part of aggregate) using 40 mm size ISS HBG metal 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. Complying with std. specifications. | 5 | m3 | 5,558 ₹27,790 | 5,600 ₹28,000 |
| 2.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86.
Side wall | 72 | M2 | 495 ₹35,640 | 510 ₹36,720 |
| 3.00 | Slab | 93 | M2 | 1,355 ₹1.3 L | 1,400 ₹1.3 L |
| 4.00 | Cement Concrete 1:2:4 Mix (one part cement, Two part M-sand and Four 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 etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 11 | M3 | 7,029 ₹77,319 | 7,050 ₹77,550 |
| 5.00 | Finishing the top of flooring with Granothatic flooring with cement concrete 1:2:4 (one cement, two M-sand and four aggregate) using 6 to 12mm stone chips – 25mm tk etc., | 34 | M2 | 169 ₹5,746 | 175 ₹5,950 |
| 6.00 | 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. | 2,100 | kg | 91.85 ₹1.9 L | 100 ₹2.1 L |
| 7.00 | Providing and laying in position Standardized 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 content of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticizer / super plasticizer) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing 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 | 21 | M3 | 8,657 ₹1.8 L | 8,675 ₹1.8 L |
Tender Value
₹8 L
EMD Value
₹8,000
Closing Date
26 Nov 2025, 3:00 pmClosed
Commissioner Perundurai Municipality
Commissioner Perundurai Municipality
Repairs to RCC Cover Slab at wno 5 Jeevanagar Areas in Perundurai Municipality
2025_MAWS_622526_1
532/2025-11
Open Tender
Civil Works
90 days
Commissioner Perundurai Municipality
AS PER NORMS
2 documents required · 2 mandatory
₹0
₹8,000
Yes
2 Jun 2026
12 Nov 2025
26 Nov 2025
12 Nov 2025
26 Nov 2025
12 Nov 2025
12 Nov 2025 - 26 Nov 2025
Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. Side wall
Cement Concrete 1:2:4 Mix (one part cement, Two part M-sand and Four 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 etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Finishing the top of flooring with Granothatic flooring with cement concrete 1:2:4 (one cement, two M-sand and four aggregate) using 6 to 12mm stone chips – 25mm tk etc.,
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.
Providing and laying in position Standardized 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 content of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticizer / super plasticizer) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing 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
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