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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹78.5 LAccepted-Finance | ₹78.5 L | 1 | Accepted-Finance Negotiated |
| 2 | 2₹80.9 L+₹2.4 L (3.05%)Accepted-Finance | ₹80.9 L+₹2.4 L (3.05%) | 2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | RAMACHANDRAN SADEESH L2 | BALASUBRAMANIAN D L1 |
|---|---|---|---|---|---|
| 1.01 | Earth Work excavation for foundation in all soils and sub soils & to full depth as may be directed except in hard rock requiring blasting inclusive of shorting,strutting and baling out water, wherever necessary and refilling the side of foundation with excavated earth in 15cm thick layers well rammed and depositing the surplus earth within the compound in places shown by the officers with all leads and lifts etc., complete complying with std. specifications | 72.5 | Cum | 357 ₹25,882.5 | 350 ₹25,375 Lowest |
| 1.02 | Filling with foundation trenches and basement with filling m-sand as leveling course including watering and consolidation | 18.25 | Cum | 1,640 ₹29,930 | 1,607 ₹29,327.75 Lowest |
| 1.03 | Filling with foundation trenches and basement with filling soil as leveling course including watering and consolidation | 94.47 | Cum | 648 ₹61,216.56 | 635 ₹59,988.45 Lowest |
| 1.04 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) 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 as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 18.25 | Cum | 5,091 ₹92,910.75 | 4,991 ₹91,085.75 Lowest |
| 1.05Plain Cement Concrete 1:1.5:3 (One Cement One and half m-sand three hard broken granite stone jelly ) for floor or roof slab conopy slab and other similar item of works etc., complete excluding cost of reinforcement grill in position centering , shuttering but including placing curing & finishing all the RCC works as detailed and as directed by the officers etc., complete | |||||
| 1.06 | a.In foundation& basement | 27.35 | Cum | 11,016 ₹3,01,287.6 | 10,800 ₹2,95,380 Lowest |
| 1.07 | b. RCC Column in Super Structure above base to 3.66m ht | 50.84 | Cum | 11,016 ₹5,60,053.44 | 10,800 ₹5,49,072 Lowest |
| 1.08 | c. RCC Column in First Floor above base to 3.66m ht | 16.27 | Cum | 11,016 ₹1,79,230.32 | 10,800 ₹1,75,716 Lowest |
| 1.09Centering for soffits of reinforced cement concrete slabs , plain surfaces including strutting 3 meter height using M.S. Plate of size 90 cm x60cm and 10 gange stiffen and with welded mild steel angles of size25x25x3mm laid over silver oak(country wood) | |||||
| 1.10 | a.In foundation& basement | 145.08 | Sq.m | 1,530 ₹2,21,972.4 | 1,500 ₹2,17,620 Lowest |
Tender Value
₹96 L
EMD Value
₹58,000
Closing Date
20 Feb 2026, 1:00 pmClosed
General Manager/Tender Inviting Team Authority
No.2 Hospital Road, Villupuram-605602
The Construction of New Office Building With Interior Work for Sankarapuram Branch At SankarapuramTaluk , Kallakurichi District.
2026_ROCS_657330_1
02/1033/2025-26/D3
Open Tender
Civil Works
Works
210 days
Sankarapuram Branch, Sankarapuram Road, Kattuvanna
PWD Registered IV th Class contractor and Above
2 documents required · 2 mandatory
₹58,000
Yes
₹58,000
10 Mar 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
14 Feb 2026 - 15 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Earth Work excavation for foundation in all soils and sub soils & to full depth as may be directed except in hard rock requiring blasting inclusive of shorting,strutting and baling out water, wherever necessary and refilling the side of foundation with excavated earth in 15cm thick layers well rammed and depositing the surplus earth within the compound in places shown by the officers with all leads and lifts etc., complete complying with std. specifications | 72.5 | Cum | - | - |
| 1.02 | Filling with foundation trenches and basement with filling m-sand as leveling course including watering and consolidation | 18.25 | Cum | - | - |
| 1.03 | Filling with foundation trenches and basement with filling soil as leveling course including watering and consolidation | 94.47 | Cum | - | - |
| 1.04 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) 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 as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 18.25 | Cum | - | - |
| 1.05 | Plain Cement Concrete 1:1.5:3 (One Cement One and half m-sand three hard broken granite stone jelly ) for floor or roof slab conopy slab and other similar item of works etc., complete excluding cost of reinforcement grill in position centering , shuttering but including placing curing & finishing all the RCC works as detailed and as directed by the officers etc., complete | - | - | - | - |
| 1.06 | a.In foundation& basement | 27.35 | Cum | - | - |
| 1.07 | b. RCC Column in Super Structure above base to 3.66m ht | 50.84 | Cum | - | - |
| 1.08 | c. RCC Column in First Floor above base to 3.66m ht | 16.27 | Cum | - | - |
| 1.09 | Centering for soffits of reinforced cement concrete slabs , plain surfaces including strutting 3 meter height using M.S. Plate of size 90 cm x60cm and 10 gange stiffen and with welded mild steel angles of size25x25x3mm laid over silver oak(country wood) | - | - | - | - |
| 1.1 | a.In foundation& basement | 145.08 | Sq.m | - | - |
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