Water Resources and Irrigation Government Departments Closing in 0 days TDR #30210777

Rehabilitation And Repair To Charial 5-Vented Sluice, Godakhali 3-Vented Embankment Of Hooghly River In Block Budge Budge-I, P.S Budge Budge, District South 24-Parganas

Issued by Government Departments · Budge Budge, West Bengal
Tender Value
1.13 Crore
Estimated cost
Bid Submission
29 Dec 2021
0 days left
EMD
2.27 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Budge Budge → West Bengal
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Rehabilitation And Repair To Charial 5-Vented Sluice, Godakhali 3-Vented Embankment Of Hooghly River In Block Budge Budge-I, P.S Budge Budge, District South 24-Parganas

BOQ

Name of Work: \"Rehabilitation and repair to Charial 5-vented sluice, Godakhali 3-vented embankment of Hooghly River in Block Budge Budge-I, P.S Budge Budge, District South 24-Parganas\".
Sl. No. Item Description
1Supplying, fitting, fixing Mild Steel flap shutter with Mild Steel plate of thickness as specified by the Engineer-in-charge and other necessary Mild Steel sections for sluice including fabricating the same (as per drawing and instruction given by the Engineerin- charge) including painting with two coats of anticorrosive bituminous paint of approved make & brand over two coat of red lead primer and with necessary masonry work with all materials supply etc. complete at site.
2Supplying, fitting, fixing Mild Steel draw shutter with Mild Steel plate of thickness as specified by the Engineer-in-charge and other necessary Mild Steel sections for sluice including fabricating the same (as per drawing and instruction given by the Engineerin- charge) excluding cost of Mild Steel guide channel, sill beam, gearing arrangement etc. but including painting with two coats of anticorrosive bituminous paint of approved make & brand over two coat of red lead primer and with necessary masonry work with all materials supply etc. complete at site.
3Supplying / Replacing including fitting & fixing at site new Cast Iron guide channel true to the line & level for draw shutters of sluices as per drawing & direction of the Engineer-in-charge with Cast Iron hold fast not more than 1 Metre apart including two coats of anti-corrossive bituminous paint of approved make and brand over two coats of red lead primer. (Rate is inclusive of taking out of old guide channels, if required).
4Supplying / Replacing Gun Metal Bush for screw gearing arrangement required for hanging arrangement of draw shutter and fitting & fixing with the screw gearing arrangement for operating the draw shutter by taking out the old screw gearing arrangement and Gun Metal bush etc. complete as per direction of the Engineer-in-charge. (The old materials to be returned to Departmental Godown.).A) 65 mm. dia.”
5Supplying / Replacing Gear rod by a new Mild Steel Gear rod, threaded length as required and fitting, fixing in position with screw gearing arrangement for operating the draw shutter including taking out old gear rod by cutting bolts etc. complete as per direction of the Engineer-in-charge. (The old materials to be returned to Departmental Godown.).A) 65 mm dia.
6M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.A) For structural members of specified sections weighing less than 22.5 Kg./m.
7Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.A) 15 cm av. Diameter.
8Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.A) 15 cm av. Diameter.
9Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement if any, in ground flooras per relevant IS codes.A) Pakur Variety.
10Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.A) For works in foundation and upto roof of ground floor/upto 4 m.i) Other thanSAIL/ TATA/RINL.
11Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).A) 25 mm to 30 mm shuttering without staging in foundation.
12Cast-in-situ cement concrete blocks or lining units as per designed size and specification, in nominal mix Proportion1:1.5:3 (corresponding to M20 Grade)with well graded 20 mm down stone metal aggregate, laid in position by casting in alternative panels or otherwise to keep a gap of 12mm between the adjacent units, over a layer of polythene sheet of thickness not less than 100 to act as a separator between the bottom surface of the block and the filter material laid below the blocks, including dressing, ramming, shuttering, finishing the exposed surface without adding any additional Cement and sand mortar, curing and filling the gaps between the adjacent units by 5.6mm down coarse aggregate to be compacted properly, with all leads and lifts including supply and carriage of all materials, complete, without the cost of sand cushion/filter.Note:- Stone aggregate of Pakur or Rajmahal or broken stone stone North Bengal varieties.Note: Provision of the latest Departmental Manual for lining in irrigation Canal are to be followed where applicable.
13Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge.Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top. 2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as“Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate. 3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles.
14Brick work with 1st class bricks in cement mortar (1:4)A) In foundation and plinth.
15Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface].A) With 1:4 cement mortar.i) 20 mm thick plaster.
16Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.A) Depth of excavation not exceeding 1,500 mm.
17Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).
18Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials).NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag.
19Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.
20Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of-A) Beyond 4.00 km and upto 5.00 km,NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking.Note:- The is inclusive for compensation of earth for land owned and arranged by contractor add 25.00 per Cum extra over rate of E/W for land woned /arranaged by the Department For Royalty charge on earth @ 29.00 Per Cum as per Govt. notification & cess on royalty @ 5.30/ cum as per govt notification which will be paid on production of necessary document in support of payment made towards the royalty & cesses.

AI Tender Summary

OUR REF NO 30210777
AUTHORITY Government Departments
TENDER VALUE 1.13 Crore
LAST DATE 29-12-2021
Authority
Authority Name Irrigation And Waterways Directorate
Work Description Rehabilitation And Repair To Charial 5-Vented Sluice, Godakhali 3-Vented Embankment Of Hooghly River In Block Budge Budge-I, P.S Budge Budge, District South 24-Parganas
Basic Detail
Tender No WBIW/SE/EC/NIT-05(e)/2021-22
Bidding Type Tender
Location
City Budge Budge
State West Bengal
Key Dates
Publish Date 08 Dec 2021
Submission Date 29 Dec 2021
Open Date 31 Dec 2021
Finance
Tender Value 1.13 Crore
Tender Fee Ref. Documents
EMD 2.27 Lakhs
Exemption Not Available
Document List
07598613-c9e1-48a6-8cb2-9738f6d8e693.html
BOQ_684910.xls
Tendernotice_1.pdf
WB2911.pdf

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Tender Timeline

Dec 08, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Dec 29, 2021
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Dec 31, 2021

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

07598613-c9e1-48a6-8cb2-9738f6d8e693.html

xls

BOQ_684910.xls

pdf

Tendernotice_1.pdf

pdf

WB2911.pdf

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