Water Resources and Irrigation Government Departments Closing in 0 days TDR #55466516

Tender For Drip-Phase Ii Part A Completion Works-Profile Correction And Turfing Works To Downstream Side Of Earth Dam And Rectification Works To Existing Parapet Wall At Saddle Dam Pallamvetty -General Civil Work

Issued by Government Departments · Thenmala, Kerala
Tender Value
50.91 Lakhs
Estimated cost
Bid Submission
29 May 2026
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
1534
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Thenmala → Kerala
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Drip-Phase Ii Part A Completion Works-Profile Correction And Turfing Works To Downstream Side Of Earth Dam And Rectification Works To Existing Parapet Wall At Saddle Dam Pallamvetty -General Civil Work

BOQ

Name of Work:- DRIP-Phase II Part A Completion Works-Profile correction and turfing works to Downstream side of Earth Dam and rectification works to existing parapet wall at Saddle Dam Pallamvetty -General Civil Work
Sl. No. Item Description
1Profile correction and turfing - Downstream side of Saddle Dam
22.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
356.12.c:Total station surveying and preparation of site plan - In hilly terrain
42.6.1: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
560.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. 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.
62.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.
7OD26829/2024-2025:Supplying and grassing with buffalo grass including watering and maintenance of the lawn for 60 days or more till the grass form a thick lawn, free from weeds and fit for mowing including supply of good earth if needed etc complete
8OD20831/2025-2026:Supplying and Applying fertilizers to buffalo grass planting at down stream portion of saddle dam as per the direction of Engineer in charge
9OD1443/2025-2026:Labour engaged for re-arranging the dis-located rubble in the pitching of D/S of saddle dam andpull out the creepers, stumps and thorny plant in the stone pitching, if necessary, the stone is stirred andfixed back in the same place in the saddle dam and also cleaning the down stream side of saddle dam by removing wastes and earth from rubble pitched area as per the direction of departmentalofficers in charge.
1030.2.39.6:Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, hedge, flower beds, foliages, creepers etc. including hoeing, weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide , lawn mover and brush cutter with fuel will be provided by the Department & other T & P material/articles shall be provided by the contractor.)and as per direction of officer in charge.Open spaces (3.00 Acre=One Mali)As per yard stick
11water supply system to watering turf
12OD27554/2024-2025:Supplying 5 HP self priming Water pump (petrol pump) or like made ,its accessories including foot valve and other fittings conveyance cost of materials labour charges etc. as per the direction of departmental officers at site
13OD20866/2025-2026:Supplying 80 mm dia PVC flexible hose pipe to draw water from reservoir using water pump including cost of conveyance...
1450.18.9.4.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2
1518.19.2.1:Providing and fixing gun metal non-return valve of approved quality (screwed end):32 mm nominal boreHorizontal
1650.18.9.3.2:Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2
17OD18304/2025-2026:Providing and fixing C.P. brass bib cock of superior quality Jaguar or equivalent brandconforming to IS:8931. 20 mm dia
18OD18307/2025-2026:Supplying 25 mm pvc hose pipe for watering turf area
192.6.1: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
204.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
214.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources)
2250.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
2313.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
2418.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
25Strengthening parapet of saddle dam.
2614.17: Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge
2713.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
2826.28.3:Chipping of unsound/weak concrete material from slabs, beams, columns etc.with manual Chisel and/ or by standard power driven percussion type or ofapproved make including tapering of all edges, making square shoulders ofcavities including cleaning the exposed concrete surface and reinforcementwith wire brushes etc. and disposal of debris for all lead and lifts all completeas per direction of Engineer-In-Charge25 mm average thickness
2926.29.1:Cleaning of reinforcement from rust from the reinforcing bars to give it a totalrust free steel surface by using alkaline chemical rust remover of approvedmake with paint brush and removing loose particles after 24 hours of itsapplication with wire brush and thoroughly washing with water and allowingit to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diameter
30OD1337/2025-2026:Applying corrosion inhibitor one coat of nitozinc / approved equivalent make primer (twocomponent system based on metallic zinc and epoxy resin and shall be mixed until ahomogenous mixture is obtained) on the cleaned and dried reinforcing bar using a small paintbrush such that the zinc rich primer coated should make an unbroken continuous film on thebars. ( If in doubt of having achieved an unbroken coating, a second application should be madeas soon as the first coat is fully dry). After drying the treated surface, apply one coat of bondingagent Nitobond A R/SBR. Measurement is made for whole exposed area including cost ofmaterials, labour charges, conveyance of materials to site, hire charges of tools etc complete.
3126.31.2:Providing, mixing and applying bonding coat of approved adhesive on chippedportion of RCC as per specifications and direction of Engineer-In-chargecomplete in all respect.Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
325.22.6: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
3310.22:Welding by gas or electric plant including transportation of plant at site etc. complete.
3426.32.2:Providing, mixing and applying SBR polymer (of approved make) modifiedCement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand withpolymer minimum 2% by wt. of cement used) as per specifications anddirections of Engineer-in-charge.Note: Measurement and payment: The pre-measurement of thickness shall bedone just after the surface preparation is completed and Payment under thisitem shall be made only after proper wet curing has been done and surfacehas been satisfactorily evaluated by sounding / tapping with a blunt metalinstrument and/or the 75mm size cube crushing strength at the end of 28 daysto be not less than 30 N/Sqmm2).25 mm average thickness in 2 layers.
3513.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 55466516
AUTHORITY Government Departments
TENDER VALUE 50.91 Lakhs
LAST DATE 29-05-2026
Authority
Authority Name Irrigation Department
Work Description Tender for Drip-Phase Ii Part A Completion Works-Profile Correction And Turfing Works To Downstream Side Of Earth Dam And Rectification Works To Existing Parapet Wall At Saddle Dam Pallamvetty -General Civil Work
Basic Detail
Tender No 1/RFQ/SE/KIP(RBC)/2025-26
Bidding Type Tender
Location
City Thenmala
State Kerala
Key Dates
Publish Date 13 May 2026
Submission Date 29 May 2026
Open Date 29 May 2026
Finance
Tender Value 50.91 Lakhs
Tender Fee 1534
EMD 50000
Exemption Available
Document List
20d585b2-d5f9-4342-a224-0e4496f2e0e0.html
BOQ_1437005.xls
ESDD.pdf
ESMP.pdf
NIT3.pdf
RFQTORETENDER3.pdf
Tendernotice_1 (9).pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

May 13, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
May 29, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
May 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

20d585b2-d5f9-4342-a224-0e4496f2e0e0.html

xls

BOQ_1437005.xls

pdf

ESDD.pdf

pdf

ESMP.pdf

pdf

NIT3.pdf

pdf

RFQTORETENDER3.pdf

pdf

Tendernotice_1 (9).pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders