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Tender Value
₹7.9 L
EMD Value
₹8,000
Closing Date
1 Oct 2026, 5:00 pm3d left
Executive Engineer, WRD.,
O/o, The Executive Engineer, WRD.,Upper Thamirabarani Basin Division, Tirunelveli
Special repairs to Direct Sluice no.84 of Kannadian Channel in Karukurichi Village of Cheranmahadevi Taluk, Tirunelveli District.
2026_WRD_704869_1
E-TENDER NOTICE NO. 02 / UTBD / 2026-2027 Date 15.09.2026
Open Tender
Civil Works
Lump-sum
180 days
Karukurichi
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹8,000
16 Sept 2026
16 Sept 2026
5 Oct 2026
16 Sept 2026
1 Oct 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation and depositing on bank with initial lead of 10m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B for pen execavation. and as directed by Department officers et., complete. | 32 | cum | - | - |
| 2 | Dismantling the existing Plain Cement Concrete in the existing bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.and as directed by Department officers et., complete. | 10.52 | cum | - | - |
| 3 | Dismantling clearing away and carefully stacking materials usefull materials for reuse for any thickness of walls in brick or stone masonry in cement mortar walls under 3m high etc., complete complying with standard specifications and as directed by the Engineer incharge of work.and as directed by Department officers et., complete. | 5 | cum | - | - |
| 4 | Earth work excavation and depositing on bank with initial lead of 10m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B for Foundation) and as directed by Department officers et., complete. | 14 | cum | - | - |
| 5 | Providing and placing in Position of Plain cement concrete 1:3:6 using hard broken stone aggregate of maximum nominal size of 40mm to IS specified grading mixing by mixer machine including dewatering the placement site,laying the concrete in layers and in bays vibrating,compacting and finishing the surface with all leads and lifts watering curing to attain the profile and strength as specified in the drawing for various depth and height below and above ground level etc complete as directed by the Engineer in charge of work complying with the standard specification and as directed by Department officers et., complete. | 8 | cum | - | - |
| 6 | Providing and placing in Position of Plain cement concrete 1:2:4 using 60% of 40 mm and 40% of 20mm hard broken stone aggregate of maximum nominal size to IS specified grading mixing by mixer machine including dewatering the placement site,laying the concrete in layers and in bays vibrating,compacting and finishing the surface with all leads and lifts watering curing to attain the profile and strength as specified in the drawing for various depth and height below and above ground level etc complete as directed by the Engineer in charge of work complying with the standard specification and as directed by Department officers et., complete. | 29 | cum | - | - |
| 7 | Supply of NP3 Class RCC Pipe conforming to IS 458/2003 including cost of pipe as a finished work including allother incidental charges, testing charges includingloading, unloading, transport and delivery in goodcondition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications. | 5 | Rm | - | - |
| 8 | Refilling with excavated earth (other than sand) complying with the standard specification for filling in foundation and basement etc complete as directed by the Engineer in charge of work complying with the standard specification. and as directed by Department officers et., complete. | 32 | cum | - | - |
| 9 | Earth work excavation deploying earth moving machinery for desilting channel having a width of more than 10m and forming bund on either side and depositing the earth on banks including jungle clearance etc complete. (W-0089) and as directed by Department officers et., complete. | 4,360 | cum | - | - |
| 10Supplying and erecting water tight steel centering for sides and sofits including supports and strutting upto 3.29M height for plain surface such as RCC slab, vertical slabs, side slabs of RCC works wioth all cross bracings using mild steel B.G.10gauge sheets of size 90cm x60cmx10 gauge stiffend with welded mils dteel angels of size 25mm x25mmx3mm for boarding laid over silver oak(country wood) joists of size 10cmx6.5 spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification and as directed by the Engineer incharge of work (The retrieved materials should be taken back by the contractor). The payment should be made after the concrete and as directed by Department officers et., complete. | |||||
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