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Tender ID
Tender Value
₹4.2 L
EMD Value
₹10,580
Closing Date
6 Mar 2026, 6:00 pmClosed
ASSI.EXECUTIVE ENGINEER
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI GP PAINAVU
Annual Plan IDP 2024 2025 VAZHATHOPPU GP MANIYARANKUDY HOUSING COLONY POND CONSTRUCTION SO873 2025 General Civil Work RE TENDER
2026_LSGD_839819_6
17/T/AEE/LID EW/IDK/2025-2026
Open Tender
Civil Works - Others
Item Rate
365 days
VAZHATHOPPU GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,580
Yes
26 Feb 2026
26 Feb 2026
9 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
26 Feb 2026 - 6 Mar 2026
Renovation of Source
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
2.7.1:Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock
2.7.3:Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited)
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural sources derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
16.3.3:Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
OD496322/2024-2025:Supplying and fixing in place granite nameboard of slab area less than 0.9sqm including engraving and painting letters etc complete as per direction of Engineer incharge at site
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