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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.8 L+₹12,173.04 (3.34%)Admitted-Fee/PreQual/Technical/Finance | ₹3.8 L+₹12,173.04 (3.34%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.0 L+₹33,420.04 (9.16%)Admitted-Fee/PreQual/Technical/Finance | ₹4.0 L+₹33,420.04 (9.16%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | B.BASKARAN L2 | KGR GROUPS L1 | kb constructions L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches for laying of pipes for water supply in the following type of soils as directed by departmental officers. Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil. Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.(DATA) | 161 | M3 | 150 ₹24,150 Lowest | 163 ₹26,243 | 200 ₹32,200 |
| 2.00 | Supply and Delivery of Following Water supply Maintenance Materials including cost and conveyance of Materials as per TWAD Board, PWD schedule of rates.etc complete a)90mm dia pvc 6 ksc pipe | 298 | Rm | 205.5 ₹61,239 Lowest | 213 ₹63,474 | 210 ₹62,580 |
| 3.00 | 90mm dia pvc Bend | 8 | Each | 102 ₹816 | 95.68 ₹765.44 Lowest | 110 ₹880 |
| 4.00 | 90mm dia pvc Elbow | 7 | Each | 97 ₹679 | 89.24 ₹624.68 Lowest | 98 ₹686 |
| 5.00 | 90mm dia pvc Tee | 7 | Each | 125 ₹875 | 120.52 ₹843.64 Lowest | 130 ₹910 |
| 6.00 | Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste. | 298 | Rm | 35 ₹10,430 | 34 ₹10,132 Lowest | 40 ₹11,920 |
| 7.00 | Refilling the excavated earth into layer by layer and finishing it to proper gradient etc | 117 | M3 | 30 ₹3,510 Lowest | 32.84 ₹3,842.28 | 30 ₹3,510 Lowest |
| 8.00 | 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 | 18 | M3 | 5,100 ₹91,800 | 4,997.5 ₹89,955 Lowest | 5,220 ₹93,960 |
| 9.00 | 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 | 27 | M3 | 6,800 ₹1,83,600 | 6,260.96 ₹1,69,045.92 Lowest | 7,100 ₹1,91,700 |
Tender Value
₹4.8 L
EMD Value
₹4,800
Closing Date
18 Sept 2026, 3:00 pmClosed
The Commissioner
Poonamallee Municipality
Laying of PVC pipe line for Drinking water ar wd11, Sp Avenue pilliyar koil st and Vasanthapuri phase 2 Poonamallee Municipality.
2026_MAWS_698920_1
890/2026/E1
Open Tender
Civil Works - Water Works
Works
Poonamallee Municipality
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹4,800
21 Sept 2026
28 Aug 2026
18 Sept 2026
28 Aug 2026
18 Sept 2026
28 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches for laying of pipes for water supply in the following type of soils as directed by departmental officers. Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil. Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.(DATA) | 161 | M3 | - | - |
| 2 | Supply and Delivery of Following Water supply Maintenance Materials including cost and conveyance of Materials as per TWAD Board, PWD schedule of rates.etc complete a)90mm dia pvc 6 ksc pipe | 298 | Rm | - | - |
| 3 | 90mm dia pvc Bend | 8 | Each | - | - |
| 4 | 90mm dia pvc Elbow | 7 | Each | - | - |
| 5 | 90mm dia pvc Tee | 7 | Each | - | - |
| 6 | Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste. | 298 | Rm | - | - |
| 7 | Refilling the excavated earth into layer by layer and finishing it to proper gradient etc | 117 | M3 | - | - |
| 8 | 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 | 18 | M3 | - | - |
| 9 | 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 | 27 | M3 | - | - |
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