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Tender Value
₹6.2 L
EMD Value
₹6,200
Closing Date
24 Aug 2026, 3:00 pmDue today
Commissioner,Municipal Office,Kayalpattinam
Commissioner,Municipal Office,Kayalpattinam- 628204
Providing pipe arrangement for storm water free flow at Jalaliya nikka masjith sathukkai street in Kayalpattinam Municipality.
2026_MAWS_691665_2
1882/2024/E1
Open Tender
Civil Works - Others
Works
90 days
Kayalpattinam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹6,200
7 Aug 2026
7 Aug 2026
24 Aug 2026
7 Aug 2026
24 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 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. Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B | 95 | M3 | - | - |
| 2.01 | Supply and Delivery of 315mm dia HDPE PIPES - PE 100 AS PER IS 4984/2016 (Pre-Compounded Resin) including all cost and conveyance etc.complete | 150 | Rm | - | - |
| 3.01 | Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers | 150 | Rm | - | - |
| 4.01 | Refilling the conveyed earth in pipe line trench including all cost and conveyanc etc.complete | 84 | M3 | - | - |
| 5.01 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 2 | M3 | - | - |
| 6.01 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 0.5 | M3 | - | - |
| 7.01 | Brick work in following Cement Mortar using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | 1.5 | M3 | - | - |
| 8.01 | Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers. | 13 | M2 | - | - |
| 9.01 | supplying and fixing of 600mm dia FRC manhole frame to have clear opening of 600mm dia to suit 600mm dia FRC Cover including all cost and conveyance etc.complete | 2 | No | - | - |
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