Water Resources and Irrigation Government Departments Closing in 16 days TDR #56396425

Tender For Renovation And Modernization Of Pannalal Barupal Lift Canal System

Issued by Government Departments · Bikaner, Rajasthan
Tender Value
59.47 Crore
Estimated cost
Bid Submission
07 Aug 2026
16 days left
EMD
1.19 Crore
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Bikaner → Rajasthan
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Renovation And Modernization Of Pannalal Barupal Lift Canal System

BOQ

Name of Work:- RENOVATION AND MODERNIZATION OF PANNALAL BARUPAL LIFT CANAL SYSTEM
Sl. No. Item Description
1Felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of servicable material and disposal of unserviceable material Lead upto 1000 m Girth above 300 mm to 600 mm
2Felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of servicable material and disposal of unserviceable material Lead upto 1000 m Girth above 600 mm to 1200 mm
3Loading in truck or MG/BG wagon within 50 Meter lead Timber
4CARRIAGE OF MATERIALS EXCLUDING LOADING, UNLOADING AND STACKING of Timber upto 50km
5Unloading & stacking within 50 M. lead from truck orRailway wagon
6Earth work excavation in Ordinary soil, undressed inclusive of all lift but with combined lead up to 200 mtrs
7Earth work excavation in Ordinary soil, undressed inclusive of all lift but with combined lead up to 200-250 mtrs
8Earth work excavation in Ordinary soil, undressed inclusive of all lift but with combined lead up to 250-300 mtr
9Earth work excavation in Ordinary soil, undressed inclusive of all lift but with combined lead up to 300-350 mtrs
10Earth work excavation in Ordinary soil, undressed inclusive of all lift but with combined lead up to 350-400 mtrs
11Silt Clearance/removal of blown sand, undressedwith combined lead up to 50 m from lined canalsection For FSD more than 1 m but less than 2 m Extra for wet earthwork from bottom of theexcavation up to the top surface of wet earth/silt(that will not support men's weight ) in ordinarysoil or slush or daldal
12Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)
13Earth work excavation in Ordinary soil, undressed inclusive of all lift but with combined lead up to 200 mtrs including Compaction of earthwork , Extra for laying earth in 15 to 20 cm layers, watering, dressing but excluding cost of Rolling.
14Dismantling of cement concrete and disposal of material with in a lead of 50 m . Concrete 1:3:6 or richer.
15Providing and laying cement concreting including curing, compaction etc. complete using stone aggregate 20 mm nominal size in foundation and plinth, excluding cost of shuttering using M-10 grade mix 1:3:6 (1cement : coarse sand : 6 graded stone aggregate)
16Brick masonary in foundation and plinth with brick designation 75 In cement sand mortar 1:5
17Dismantling cement concrete lining including disposal of material within 50 m lead inclusive of dewatering wherever require of thickness 7.5 cm
18LDPE film 250 micron as per IS specification
19Providing & Laying Cement Concrete Lining 7.50 Cms. thick cast in situ 1:2:4 (1 cement : 2 Bajri (Coarse Sand) : 4 grit (Graded coarse aggregate 20 mm nominal size)) including use of mechanical mixer, formwork & Vibrator, applying primer confirming to IS : 3384 on panel side, finishing, etc. as per specifications complete in all respect including cost of primer. 7.14.2.2 On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days.
20Providing & Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section as per design & specifications. 7.27.2 On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days.
21Providing & Laying M15 Grade Double PCC Block (30x15x5 Cms.) Lining consisting of ; (i) 5 cm. thick blocks laid in 1:5 Cement Mortar Over 10mm thick cement mortar 1:5 on subgrade (ii) 16mm sandwitch plaster in CM 1:3 over first layer of blocks (iii) second layer of 5 cm. thick block laid in CM 1:3 with 6mm thick CM 1:3 over sandwitch plaster including curing upto completion of lining section as per design & specifications. 7.28.2 On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days.
22Centering & shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of form work for foundation in basement rafts beam, bases of columns etc up to plinth level including material.
23Cement concrete for sleeper cast in situ 1:3:6 (1 cement : 3 Bajari (Coarse sand) : 6 grit (graded coarse aggregate) 20 mm nominal size) including use of mechanical mixer, scaffolding , form work, dressing, excavation of earth, laying tar paper , finishing, refilling of earth in the sides of sleeper, curing etc. as per specifications complete in all respect including cost of tar paper Size 75 x 150 mm.
24Constructionof granular sub-basebyprovidingwell gradedmaterial, spreading inuniformlayerswithTractorMountGrader onprepared surface,mixingbymix inplacemethodwithrotavator atOMC, and compactingwithsmoothwheel roller toachievethe desireddensity, complete as per MoRTH Specification Clause 401.
25Cement plaster with cement sand mortar (1:5) including racking of joints, smooth finishing and curing etc.complete including all leads of all construction materials of thickness 12 mm thick in 1 coats.
26Labor charges for removing existing vertical lift canal gate and lowering of new / existing gate having weight 1 to 3 MT including ,greasing ,oiling, cutting of accessories as per direction of engineer in charge as per specification and drawing of the department excluding the cost of rollers.
27Supply of water seal musical hollow knot type for canal gate having size125x12x45 mm as per IS 11855 specification.
28Supply of water seal Flat type for canal gate having size 100x12 mm as per IS11855 specification.
29Fixing charges of new water seal including punching hole and nut bolt complete inall respect
30Removing of old water seal from canal gate, including cutting of existing nut boltsetc. complete in all respect
31Painting of canal gate with 2-pack Zinc chromate/phosphate primer in two coats. The dry thickness of each coat should be 35 microns and total thickness should not be less than 70 microns. And Painting of 2-pack epoxy paint in three coats of approved colour as per Engineer in-charge. confirming to IS 104
3211.4 Supply and fixing of sluice/ regulator gates using MS plates , channels , tees, angles, girders of given size and design having suitable brass / gun metal lining , rubber seals etc and desired rod length , capston head , clamps keys, wire ropes , ladders , supports , etc complete ( excluding civil works) including painting with red oxide paint & delivery at site . Add Extra if the opening size is greater than 3 Sqm requiring heavy channels / girders.
33Brick on edge pitching with bricks of classdesignation 75 including pointing in CM (1:3)complete laid on 12 mm thick bed of cementmortar 1:6
34Boundary stone or bench mark stone or survey stone size 15×15×75 cm well dressed
35GST @ 18% (CGST @9%+RGST @9%) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56396425
AUTHORITY Government Departments
TENDER VALUE 59.47 Crore
LAST DATE 07-08-2026
Authority
Authority Name Indira Gandhi Canal Project Rajasthan
Work Description Tender for Renovation And Modernization Of Pannalal Barupal Lift Canal System
Basic Detail
Tender No CE 01 OF 2026-27
Bidding Type Tender
Location
City Bikaner
State Rajasthan
Key Dates
Publish Date 09 Jul 2026
Submission Date 07 Aug 2026
Open Date 10 Aug 2026
Finance
Tender Value 59.47 Crore
Tender Fee 20000
EMD 1.19 Crore
Exemption Available
Document List
6eaf8c6c-d2af-4a5c-8fe8-fd509868a902.html
BOQ_1021281.xls
PBLC.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 09, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 07, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 16 days
Aug 10, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 19 days

Tender Documents

Download All (ZIP) ↓
html

6eaf8c6c-d2af-4a5c-8fe8-fd509868a902.html

xls

BOQ_1021281.xls

pdf

PBLC.pdf

pdf

Tendernotice_1.pdf

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