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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC 4 205 EAST STREET THUTHIKULAM POST KALAPPANAICKENPATTY SENDAMANGALAM TALUK NAMAKKAL DISTRICT 637 404 | NAMAKKAL | TAMIL NADU | 637404 | ₹6.6 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical SENDAMANGALAM | ARIYALUR | TAMIL NADU | 608901 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SS INFRA L2 | SS CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 42 | Cum | 110 ₹4,620 | 108 ₹4,536 |
| 2.00 | 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. | 21 | Cum | 5,456 ₹1.1 L | 5,445 ₹1.1 L |
| 3.00 | Supplying and erecting centering for sides and soffits including supports and strutting up to 3.29m high for plane surfaces such as RCC Slabs,Rectangular beams,Tee (or) ELL beams,Lintels,bed block,slabs,landing beam,canopy side slab,or boxing (or)vertical slabs,rectangular (or) quare(or)round columnsetc.,as detailed below with all cross bracings using M.S Sheets of size 90cmx60cm and B.G 10 Stiffended with welded M.S.Angles of size25mmx25x3mm for boarding laid over silver oak(or)country wood joist of size 10cmx6.5cm spaced at about 90cm centre to centre and supported by casurina props 10cm to 13 cm dia spaced out 75 cm centre to centre or at suitable intervals etc.,complete complying with std.specification | 35 | Sqm | 316 ₹11,060 | 315 ₹11,025 |
| 4.00 | Plain Cement Concrete 1:11/2:3(one cement, one and half fine aggregates and three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site for road work using Power trowel and including for the mixing, laying and labour charges etc., complete as per standard specification. | 70 | Cum | 7,445 ₹5.2 L | 7,445 ₹5.2 L |
| 5.00 | Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification | 17 | Sqm | 480 ₹8,160 | 470 ₹7,990 |
Tender Value
₹8 L
EMD Value
₹8,000
Closing Date
13 Mar 2026, 3:00 pmClosed
Commissioner
Namakkal city municipal corporation
Namakkal City Municipal Corporation Providing CC Pavement in Trichy road Alagammal hospital cross 051033R1597 at Ward.No.33
2026_MAWS_673661_15
1164/2025/E1
Open Tender
Civil Works
Namakkal city municipal corporation
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹8,000
27 Apr 2026
12 Mar 2026
13 Mar 2026
12 Mar 2026
13 Mar 2026
12 Mar 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
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.
Supplying and erecting centering for sides and soffits including supports and strutting up to 3.29m high for plane surfaces such as RCC Slabs,Rectangular beams,Tee (or) ELL beams,Lintels,bed block,slabs,landing beam,canopy side slab,or boxing (or)vertical slabs,rectangular (or) quare(or)round columnsetc.,as detailed below with all cross bracings using M.S Sheets of size 90cmx60cm and B.G 10 Stiffended with welded M.S.Angles of size25mmx25x3mm for boarding laid over silver oak(or)country wood joist of size 10cmx6.5cm spaced at about 90cm centre to centre and supported by casurina props 10cm to 13 cm dia spaced out 75 cm centre to centre or at suitable intervals etc.,complete complying with std.specification
Plain Cement Concrete 1:11/2:3(one cement, one and half fine aggregates and three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site for road work using Power trowel and including for the mixing, laying and labour charges etc., complete as per standard specification.
Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification
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