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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H2₹7.6 LAccepted-Finance | ₹7.6 L | H2 | Accepted-Finance lowest amount |
| 2 | H1₹8.0 LRejected-Finance | ₹8.0 L | H1 | Rejected-Finance highest amount |
| Sl No | Description | Qty | Unit | mageswari H1 | V RAVIKUMAR H2 |
|---|---|---|---|---|---|
| 1.01 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 80 | M3 | 300 ₹24,000 | 219 ₹17,520 |
| 1.02 | 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 | 4.8 | M3 | 5,700 ₹27,360 | 5,698 ₹27,350.40 |
| 1.03 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 80 | cum | 150 ₹12,000 | 103 ₹8,240 |
| 1.04 | Providing centering shuttering including necessary supports for all PCC works including all charges etc., complete as per standard specifications. For Slab | 132 | sqm | 1,100 ₹1.5 L | 1,084 ₹1.4 L |
| 1.05 | Suppling and fabrication placing in position of M.S.(or)RTS rod for required size and length as directed by the departmental officers approved design including bending cutting tying and cost of binding wire cost and conveyance of all materials to site etc. complete as per standard specification | 3,204 | Kg | 100 ₹3.2 L | 91.7 ₹2.9 L |
| 1.06 | 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 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 staandards. (No separate payment will be made by the Department for the excess usage of materials) | 32.04 | M3 | 8,500 ₹2.7 L | 8,375.5 ₹2.7 L |
Tender Value
₹9.1 L
EMD Value
₹9,100
Closing Date
5 Mar 2026, 3:00 pmClosed
Commissioner
Rathinam Nagar Sivakasi Corporation
Construction of RCC culvert at ward 34 Velavan super market sivakasi City Municipal Corporation
2026_MAWS_666240_1
3001/2025/E1
Open Tender
Civil Works - Buildings
Sivakasi corporation
Please refer tender document
2 documents required · 2 mandatory
₹0
₹9,100
Yes
26 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
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
Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3
Providing centering shuttering including necessary supports for all PCC works including all charges etc., complete as per standard specifications. For Slab
Suppling and fabrication placing in position of M.S.(or)RTS rod for required size and length as directed by the departmental officers approved design including bending cutting tying and cost of binding wire cost and conveyance of all materials to site etc. complete as per standard specification
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 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 staandards. (No separate payment will be made by the Department for the excess usage of materials)
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