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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹13.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹13.1 L+₹12,933.55 (0.99%)Admitted-Fee/PreQual/Technical/Finance | ₹13.1 L+₹12,933.55 (0.99%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAJAGANESH CONTRACTOR L2 | K T R CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00BUILDING | |||||
| 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 | 31.6 | M3 | 266 ₹8,405.6 | 263.5 ₹8,326.6 Lowest |
| 2.00 | Filling the Excavated earth including cost and conveyance and filling charges etc., as per std. Specification for 1m3 | 15 | M3 | 46 ₹690 | 45.5 ₹682.5 Lowest |
| 3.00 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 7 | M3 | 404 ₹2,828 | 402 ₹2,814 Lowest |
| 4.00 | 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 | 14.5 | M3 | 5,700 ₹82,650 | 5,692 ₹82,534 Lowest |
| 5.00 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 6 | M3 | 7,170 ₹43,020 | 7,167 ₹43,002 Lowest |
| 6.00Centering 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 | |||||
| 6.01 | For Square Column | 36 | M2 | 625 ₹22,500 | 623 ₹22,428 Lowest |
| 6.02 | For ground floor | 41.1 | m2 | 714 ₹29,345.4 | 710 ₹29,181 Lowest |
| 6.03 | For Plain Surfaces | 90 | M2 | 940 ₹84,600 | 937.5 ₹84,375 Lowest |
Tender Value
₹15.8 L
EMD Value
₹15,800
Closing Date
4 Aug 2026, 3:00 pmClosed
EXECUTIVE OFFICER
CHINNALAPATTI TOWN PANCHAYAT
MP LADS -2025-26 CONSTRUCTION OF PUBLIC DISTRIBUTION SHOP AT 5TH WARD UZHAVAR SANTHAI BACK SIDE NEAR ANGANVADI IN CHINNALAPATTY TOWN PANCHAYAT.
2026_DTP_686682_1
684/2025/C
Open Tender
Civil Works
Works
90 days
CHINNALAPATTI
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹15,800
4 Aug 2026
18 Jul 2026
4 Aug 2026
18 Jul 2026
4 Aug 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING | |||||
| 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 | 31.6 | M3 | - | - |
| 2 | Filling the Excavated earth including cost and conveyance and filling charges etc., as per std. Specification for 1m3 | 15 | M3 | - | - |
| 3 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 7 | M3 | - | - |
| 4 | 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 | 14.5 | M3 | - | - |
| 5 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 6 | M3 | - | - |
| 6Centering 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 | |||||
| 6.01 | For Square Column | 36 | M2 | - | - |
| 6.02 | For ground floor | 41.1 | m2 | - | - |
| 6.03 | For Plain Surfaces | 90 | M2 | - | - |
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