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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹1.6 LAccepted-Finance | ₹1.6 L | I | Accepted-Finance Accepted |
| 2 | II₹1.6 LRejected-Finance | ₹1.6 L | II | Rejected-Finance Rejected |
| 3 | III₹1.7 LRejected-Finance | ₹1.7 L | III | Rejected-Finance Rejected |
| 4 | IV₹1.7 LRejected-Finance | ₹1.7 L | IV | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | V.PUGALENDHI L2 | M/S.ELANGO ELECTRICAL WORKS L1 | B.RAVI L3 | V.UMAPATHY L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Labour cutting open road for laying water mains or sewer | 5.45 | M3 | 995 ₹5,422.75 | 985 ₹5,368.25 Lowest | 985 ₹5,368.25 Lowest | 995 ₹5,422.75 |
| 2.00 | Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers. 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.SS20B Pg.No.291 | 54 | M3 | 190 ₹10,260 Lowest | 191 ₹10,314 | 210 ₹11,340 | 210 ₹11,340 |
| 3.00 | Supply and Delivery of Un Plasticised Non-pressure Polyvinyl Chloride (PVC-U) Pipes SN4-SDR 34(S 16.5) for use in underground Drainage and sewerage system as per IS 15328/2003 Sch.No.I, Pg.No.23 | 60 | Rm | 1,320 ₹79,200 | 1,312 ₹78,720 Lowest | 1,350 ₹81,000 | 1,450 ₹87,000 |
| 4.00 | Lowering of PVC Rigid pipe and special trenches and laying to proper grade and alignment jointing with PVC couplers with cement paste etc complete., TWAD SOR Sch.No.11b(i), Pg.No.248 | 60 | Rm | 40 ₹2,400 Lowest | 42.5 ₹2,550 | 50 ₹3,000 | 45 ₹2,700 |
| 5.00 | Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 5.45 | M3 | 6,765 ₹36,869.25 | 6,697.5 ₹36,501.38 Lowest | 6,697.5 ₹36,501.38 Lowest | 6,765 ₹36,869.25 |
| 6.00 | Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement and pipe line works as per standard specification etc…complete. | 54 | Rm | 38 ₹2,052 | 37.5 ₹2,025 Lowest | 45 ₹2,430 | 45 ₹2,430 |
| 7.00 | Construction of Sewerage chamber of size 60 cm x 60 cm and depth of 120cm with 60cm dia cover slab with frame including and earth work excavation for foundation wth 10cm thick concrete bed using 40mm B.J. concrete in CC 1:4:8 and 15cm thick concrete bed using 20mm CC 1:2:4 for foundation brick work in CM 1:5 for chamber as directed during the execution including plastering with CM 1:5, 12mm thick, benching and channelly etc. complete for 1 No. | 2 | nos | 14,286 ₹28,572 | 14,058 ₹28,116 Lowest | 14,058 ₹28,116 Lowest | 14,286 ₹28,572 |
Tender Value
₹2 L
EMD Value
₹2,000
Closing Date
11 Feb 2026, 3:00 pmClosed
Commissioner Kancheepuram Corporation
Kancheepuram city Municipal Corporation, Annai Indira gandhi salai, Kancheepuram
Providing New UGD Line and Construction Of new Manhole at Yagasalai School Kitchan Ward No.30 in Kancheepuram Corporation
2026_MAWS_650130_2
4783/2025/E2
Open Tender
Civil Works
Item Rate
Kancheepuram Corporation
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹2,000
10 Jul 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
2 Feb 2026 - 11 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Labour cutting open road for laying water mains or sewer | 5.45 | M3 | - | - |
| 2 | Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers. 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.SS20B Pg.No.291 | 54 | M3 | - | - |
| 3 | Supply and Delivery of Un Plasticised Non-pressure Polyvinyl Chloride (PVC-U) Pipes SN4-SDR 34(S 16.5) for use in underground Drainage and sewerage system as per IS 15328/2003 Sch.No.I, Pg.No.23 | 60 | Rm | - | - |
| 4 | Lowering of PVC Rigid pipe and special trenches and laying to proper grade and alignment jointing with PVC couplers with cement paste etc complete., TWAD SOR Sch.No.11b(i), Pg.No.248 | 60 | Rm | - | - |
| 5 | Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 5.45 | M3 | - | - |
| 6 | Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement and pipe line works as per standard specification etc…complete. | 54 | Rm | - | - |
| 7 | Construction of Sewerage chamber of size 60 cm x 60 cm and depth of 120cm with 60cm dia cover slab with frame including and earth work excavation for foundation wth 10cm thick concrete bed using 40mm B.J. concrete in CC 1:4:8 and 15cm thick concrete bed using 20mm CC 1:2:4 for foundation brick work in CM 1:5 for chamber as directed during the execution including plastering with CM 1:5, 12mm thick, benching and channelly etc. complete for 1 No. | 2 | nos | - | - |
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