Housing Urban and Rular Development Local Bodies Closing in 0 days TDR #48175715

Construction And Widening Of Drain At Prantik Area, Ward No. 03 Under Konnagar Municipality, Hooghly. (Sl No -01)

Issued by Local Bodies · konnagar, West Bengal
Tender Value
34.35 Lakhs
Estimated cost
Bid Submission
26 Mar 2025
0 days left
EMD
68711
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction And Widening Of Drain At Prantik Area, Ward No. 03 Under Konnagar Municipality, Hooghly. (Sl No -01)

BOQ

Name of Work: Construction and widening of drain at Prantik area, ward no. 03 under Konnagar Municipality, Hooghly
Sl. No. Item Description
1Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof. a) upto 150 mm. thick.
2Earth 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.
3Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bullapiling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).(a) Depth upto 1.5 m.
4Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
5Supply of silver sand and stacked at site.
6Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incidental charges etc. all complete (capacity 50 kg).
7Labour charges for filling empty cement gunny bag/ polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or aggregates(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.
8Removing earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag. & then disposing off the same at a distance not less than 150 metre from the channel site.
9Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
10(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity).
11Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints withlocal sand.
12Hire 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) (f) 25 mm to 30 mm shuttering without staging in foundation.
13Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. a) Pakur Variety
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/stagingwhere necessary (Ground floor).[Excluding cost of chipping over concrete surface](ii) With 1:4 cement mortar(a) 20 mm thick plaster
16Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
17Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (ii) 25 mm. thick
18Reinforcement for reinforced concrete work inall 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, basement and up to roof of ground floor/up to 4 m (i) Tor steel/Mild SteelII. Other thanManufacturers not specified
19Hire 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)
20Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety
21Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.
22GST @ 18%on SL No 1 to 21
23Cess @ 1% on SL No 1 to 22

AI Tender Summary

OUR REF NO 48175715
AUTHORITY Local Bodies
TENDER VALUE 34.35 Lakhs
LAST DATE 26-03-2025
Authority
Authority Name Kolkata Metropolitan Development Authority
Work Description Construction And Widening Of Drain At Prantik Area, Ward No. 03 Under Konnagar Municipality, Hooghly. (Sl No -01)
Basic Detail
Tender No 10/SE(Prog)/SD/KMDA OF 2024-2025
Bidding Type Tender
Location
City konnagar
State West Bengal
Key Dates
Publish Date 10 Mar 2025
Submission Date 26 Mar 2025
Open Date 28 Mar 2025
Finance
Tender Value 34.35 Lakhs
Tender Fee Ref. Documents
EMD 68711
Exemption Available
Document List
246d7996-f129-49fa-87b7-fe5daea2a7de.html
BOQ_1837009.xls
Tendernotice_1.pdf
Tendernotice_2.pdf
Tendernotice_3.pdf

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Tender Timeline

Mar 10, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 26, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 28, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

246d7996-f129-49fa-87b7-fe5daea2a7de.html

xls

BOQ_1837009.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

pdf

Tendernotice_3.pdf

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