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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 2 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 3 | Accepted-Technical | Accepted-Technical Technically Qualified |
Tender Value
₹19.7 L
EMD Value
₹39,340
Closing Date
6 Aug 2026, 3:30 pmClosed
GM HWPT
HWP, Tuticorin
Storm water management works for the approach road at HWP(T).
2026_HWB_917732_1
HWPT/CIVIL/PLANT/09/2026
Open Tender
Civil Works
Item Rate
120 days
HWP Tuticorin
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹39,340
31 Aug 2026
16 Jul 2026
14 Aug 2026
16 Jul 2026
6 Aug 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing of ground on both sides of approach road by mechanical means (JCB/Dozer) including removing vegetation, trees and saplings of girth up to 30 cm measured at a height of 1 mtr above ground level and inequalities not exceeding 15cm depth (average) to required profile/slope for draining surface water to storm water drains/nearby low lying areas on both sides of road and disposal of debris, surplus earth to a lead upto 1.5 KM by mechanical means etc., all complete as per drawings, specifications and as directed by the Engineer. | 25,000 | Sqm | - | - |
| 2 | Earth work in surface excavation on both sides of approach road by mechanical means (JCB/Dozer) not exceeding 30cm depth (average) to required profile/slope for draining surface water to storm water drains/nearby low lying areas on both sides of road including getting out and disposal of excavated earth upto a lead of 1.5KM by mechanical means etc., all complete as per drawings, specifications and as directed by the Engineer. | 800 | Sqm | - | - |
| 3 | Earth work excavation in all types of soils, gravel/gypsum fill other than soft and hard rock upto a depth not exceeding 1.50 Mts (average) from original mean ground level by mechanical/manual means to required level and profile for storm water drains/pipe culverts/collection pits, back filling in pipe culverts, around collection pits with excavated soil in layers not exceeding 150 MM, watering, consolidating including de-watering if required, disposing off surplus earth to a lead of 1.5 KM etc., all complete as per drawings, specifications and as directed by the Engineer. | 1,500 | Cum | - | - |
| 4 | Providing and laying non-pressure NP-4 class (Heavy duty) R.C.C 600 mm dia pipes with collars/spigot jointed using stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) to required profile/slope for draining storm water including testing of joints etc., all complete as per drawings, specifications and as directed by the Engineer. | 43 | Rm | - | - |
| 5 | Providing and laying plain cement concrete 1:4:8 (one part of cement: four parts of fine aggregate: eight parts of graded coarse aggregate) using 40/20 mm nominal size stone aggregate of approved quality for culverts/collection pits including form work, consolidation, levelling, finishing and curing etc., all complete as per drawings, specifications and as directed by the Engineer. | 10 | Cum | - | - |
| 6 | Providing and laying brick masonry in culverts/collection pits with cement mortar 1:6 (one cement: six coarse sand) using common burnt clay bricks of class designation 7.5 including racking of joints, curing etc..,all complete as per drawings, specifications and as directed by the Engineer. | 10 | Cum | - | - |
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