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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹26.0 LAccepted-Finance GSTIN: 33AJGPM9025Q1ZP, 33BXBPK2289L1Z919B CHIDAMBARANATHAPURAM DEVAKOTTAI SIVAGANGAI DISTRICT | TIRUCHIRAPPALLI | TAMIL NADU | 621308 | ₹26.0 L | 1 | Accepted-Finance lowest bid |
| 2 | 2₹26.1 LRejected-Finance | ₹26.1 L | 2 | Rejected-Finance High bid |
| Sl No | Description | Qty | Unit | Royal Builders L2 | KANNAN L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.SS 20 B | 387 | m3 | 165 ₹63,855 | 160 ₹61,920 |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, Five part sand and Ten part of aggrigate) using 40mm 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. Complying with std. specifications | 39 | m3 | 5,590 ₹2.2 L | 5,585 ₹2.2 L |
| 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 | |||||
| 3.10 | Drain & Culvert Side Wall | 1,035 | m2 | 510 ₹5.3 L | 504 ₹5.2 L |
| 3.20 | Culvert slab | 4 | m2 | 1,195 ₹4,780 | 1,190 ₹4,760 |
| 3.30 | Culvert Sides | 3.5 | m2 | 1,005 ₹3,517.50 | 1,000 ₹3,500 |
| 4.00 | Plain Cement Concrete 1:2:4 Mix (one part cement, Two part sand and four part of aggrigate) using 20 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 192 | m3 | 6,885 ₹13.2 L | 6,870 ₹13.2 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.. | 210 | kg | 95 ₹19,950 | 91 ₹19,110 |
| 6.00 | 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 - . | 3 | m3 | 8,585 ₹25,755 | 8,580 ₹25,740 |
| 7.00 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) | 169 | m3 | 175 ₹29,575 | 170 ₹28,730 |
Tender Value
₹27 L
EMD Value
₹27,000
Closing Date
19 Dec 2025, 3:00 pmClosed
COmmissioner
Avinashi Municipality
Construction of Storm water drain and Culvert at Avinashilingampalayam Street Ward No 18 in Avinashi Municipality
2025_MAWS_634034_1
756/2025
Open Tender
Civil Works
Avinashi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹27,000
13 Feb 2026
18 Dec 2025
19 Dec 2025
18 Dec 2025
19 Dec 2025
18 Dec 2025
18 Dec 2025 - 19 Dec 2025
Amount
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.SS 20 B
Plain Cement Concrete 1:4:8 Mix (one part cement, Five part sand and Ten part of aggrigate) using 40mm 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. Complying with std. specifications
Centering 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
Drain & Culvert Side Wall
Culvert slab
Culvert Sides
Plain Cement Concrete 1:2:4 Mix (one part cement, Two part sand and four part of aggrigate) using 20 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
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..
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 - .
Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)
Add GST 18%
Royal Builders (BID ID -1539254)
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