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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | L1 | Accepted-AOC L1 IS ACCEPTED | |
| 2 | L2₹8.2 L+₹10,301.59 (1.27%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | PTK CONSTRUCTION L2 | SUN ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for Narrow Pipe Line Cutting 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 | 60 | M3 | 115 ₹6,899.54 | 105 ₹6,299.58 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 (one cement, four fine aggregates and eight 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 etc., complete as per standard specification. | 54 | M3 | 5,415 ₹2,92,410 | 5,340 ₹2,88,360 Lowest |
| 3.00Centering 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 | |||||
| 3.01 | a) Drain Side wall- Without Strutting | 65 | M2 | 499 ₹32,435 | 485 ₹31,525 Lowest |
| 4.00 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three 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. | 57 | M3 | 7,425 ₹4,23,225 | 7,359 ₹4,19,463 Lowest |
| 5.00 | Plain Cement Concrete 1:2:4(one cement, Two fine aggregates 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. | 8 | M3 | 6,780 ₹54,206.1 | 6,710 ₹53,646.45 Lowest |
| 6.00 | Providing and fixing Bitumen Pad for Expansion joint in between pavement Concrete 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. | 10 | M2 | 485 ₹4,850 | 479 ₹4,790 Lowest |
| 7.00 | Removal and Conveyance of Excavated Excess Earth away from the site to 3K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 60 | M3 | 85 ₹5,099.66 | 79 ₹4,739.68 Lowest |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
31 Jul 2025, 3:00 pmClosed
THE COMMISSIONER ERODE CITY MUNICIPAL CORPORATION
246,MEENAKSHI SUNDHARNAR SALAI ERODE 638001
Providing of Cement Concrete surface damaged due to Urachi Kottai water supply Scheme Pipe Line Trunch at Periyasadaiyampalayam In ward No-56
2025_MAWS_587117_1
E1-4907-2024-17-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
90 days
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
₹10,000
8 Sept 2025
30 Jul 2025
31 Jul 2025
30 Jul 2025
31 Jul 2025
30 Jul 2025
Amount
Earth work excavation for Narrow Pipe Line Cutting 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 (one cement, four fine aggregates and eight 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 etc., complete as per standard specification.
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
a) Drain Side wall- Without Strutting
Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three 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.
Plain Cement Concrete 1:2:4(one cement, Two fine aggregates 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.
Providing and fixing Bitumen Pad for Expansion joint in between pavement Concrete 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.
Removal and Conveyance of Excavated Excess Earth away from the site to 3K.M including loading and transportation charges etc, complete as per standard specification. For 1M3
PTK CONSTRUCTION (BID ID -1416999)
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