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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical NO 11 5 THIRUMOORTHY NAGARM 5TH STREET NUNGAMBAKKAM CHENNAI 600 034 | CHENNAI | CHENNAI | TAMIL NADU | 600034 | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SENSAN INDIA PROJECTS PRIVATE LIMITED L2 | NK Engineering Construction L3 | M Krishnamoorthy Maniyan L1 | SSM CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work open excavation 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., as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 22 | Cum | 245 ₹5,390 | 350 ₹7,700 | 200 ₹4,400 Lowest | 300 ₹6,600 |
| 1.10 | Plinth Beam | 9 | Cum | 240 ₹2,160 | 6,300 ₹56,700 | 100 ₹900 Lowest | 350 ₹3,150 |
| 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. | 9 | Cum | 5,100 ₹45,900 | 6,300 ₹56,700 | 5,050 ₹45,450 Lowest | 7,000 ₹63,000 |
| 3.00 | 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. Footing | 54 | Sqm | 1,020 ₹55,080 | 540 ₹29,160 | 450 ₹24,300 Lowest | 1,000 ₹54,000 |
| 3.10 | Column & Sunshade | 35 | Sqm | 550 ₹19,250 Lowest | 1,120 ₹39,200 | 1,200 ₹42,000 | 1,100 ₹38,500 |
| 3.20 | Roof slab, Beam | 82 | Sqm | 700 ₹57,400 Lowest | 1,120 ₹91,840 | 1,000 ₹82,000 | 1,200 ₹98,400 |
| 4.00 | 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. | 1,800 | Kg | 91 ₹1,63,800 | 101 ₹1,81,800 | 80 ₹1,44,000 Lowest | 100 ₹1,80,000 |
| 5.00 | Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part sand and three 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 but excluding cost of reinforcement etc.Complete with std. Specifications. TNDSS NO: 30 V, VI (S3), VII-3. Below Ground Level | 8 | Cum | 8,400 ₹67,200 | 8,470 ₹67,760 | 8,000 ₹64,000 Lowest | 9,000 ₹72,000 |
| 5.10 | Above Ground Level | 11 | Cum | 9,000 ₹99,000 | 8,470 ₹93,170 | 8,000 ₹88,000 Lowest | 10,000 ₹1,10,000 |
| 6.00 | Collection supply and filling of well gravel filling approved quarry including cost and Conveyance of all materials to site and all labour charges for filling etc., Complete. | 20.59 | Cum | 1,500 ₹30,885 | 360 ₹7,412.4 Lowest | 370 ₹7,618.3 | 500 ₹10,295 |
Tender Value
₹18 L
EMD Value
₹18,000
Closing Date
1 Sept 2026, 3:00 pmClosed
COMMISSIONER
NAMAKKAL CITY MUNICIPAL CORPORATION
Constrution of Anganwadi building at vettambadi
2026_MAWS_694534_6
3754/2026/e1
Open Tender
Civil Works
Works
NAMAKKAL CITY MUNICIPAL CORPORATION
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹18,000
7 Oct 2026
15 Aug 2026
1 Sept 2026
15 Aug 2026
1 Sept 2026
15 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work open excavation 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., as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 22 | Cum | - | - |
| 1.1 | Plinth Beam | 9 | Cum | - | - |
| 2 | 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. | 9 | Cum | - | - |
| 3 | 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. Footing | 54 | Sqm | - | - |
| 3.1 | Column & Sunshade | 35 | Sqm | - | - |
| 3.2 | Roof slab, Beam | 82 | Sqm | - | - |
| 4 | 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. | 1,800 | Kg | - | - |
| 5 | Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part sand and three 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 but excluding cost of reinforcement etc.Complete with std. Specifications. TNDSS NO: 30 V, VI (S3), VII-3. Below Ground Level | 8 | Cum | - | - |
| 5.1 | Above Ground Level | 11 | Cum | - | - |
| 6 | Collection supply and filling of well gravel filling approved quarry including cost and Conveyance of all materials to site and all labour charges for filling etc., Complete. | 20.59 | Cum | - | - |
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