Indian Tenders

Tender Notice

TDR 55642557
Tendering Authority Kerala Water Authority
Tender No 03/2026
Tender ID 2026_KWA_852553_1
Tender Brief Tender For State Plan-State Plan-2023-24-Source Improvement And Water Conservation- Raising The Road Towards Podiakkala In Connection With Raising The Water Level Of Peppara Dam-Part Ii-Construction Of Approach Road-General Civil Work
City Thiruvananthapuram
State Kerala
Document Fees INR 3257 /-
EMD INR 50000.0 /-
Tender Value Refer document
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for State Plan-State Plan-2023-24-Source Improvement And Water Conservation- Raising The Road Towards Podiakkala In Connection With Raising The Water Level Of Peppara Dam-Part Ii-Construction Of Approach Road-General Civil Work

Key Dates

Publish Date 22-05-2026
Last Date of Bid Submission 28-05-2026
Tender Opening Date 29-05-2026

Contact Information

Company Name Kerala Water Authority
Contact Person Executive Engineer
Address head works division Aruvikkara

BOQ Items

Name of Work:- State Plan-State Plan-2023-24-Source Improvement and Water Conservation- Raising the road towards Podiakkala in connection with raising the Water Level of Peppara Dam-Part II-Construction of Approach Road-General Civil Work
Sl. No. Item Description
1Construction of Retaining Walls
22.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
3100.7.5:Bailing out water with engine and pump set above 30HP up to 40HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
42.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
52.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock
65.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
75.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
84.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
95.22.6: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
1050.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
115.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum
12OD25021/2026-2027:Dry Rubble Masonry with hard stone in foundation including levelling up with cement concrete 1:6:12 upto ground level
13OD25063/2026-2027:Hydraulic excavator (3D) with driver and fuel
14Construction of Approach Road
1556.19.1:Preparation of structural design for infrastructures such as water tank, sump, culverts, retaining wall etc (0.75% of the estimate cost of the respective items or by negotiation). Note: i) Quantity should be amount in hundreds, ie. For Rs. 100000.00, quantity shall be 1000. ii) percentage deduction in case of negotiation shall be included in decimal format within the coefficient cell. Please Enable Macros to View BoQ information

Other Detail

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