Drinking Water Supply and Sanitation Government Departments Closing in 0 days TDR #37692328

Tender For Re-Excavation Of Janardanpur Tank 8 At Mouza Janardanpur , Plot No -183 , 184 , 185 , 194 , 195 , 197 , 198 , 199 , J.L. No -126 , G.P. -Chhatna - Ii Under Chhatna Block In Bankura District Under Bankura (A-I) Division Under

Issued by Government Departments · chhatna, West Bengal
Tender Value
43.57 Lakhs
Estimated cost
Bid Submission
30 May 2023
0 days left
EMD
87200
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Re-Excavation Of Janardanpur Tank 8 At Mouza Janardanpur , Plot No -183 , 184 , 185 , 194 , 195 , 197 , 198 , 199 , J.L. No -126 , G.P. -Chhatna - Ii Under Chhatna Block In Bankura District Under Bankura ( A-I ) Division Under Matir Shristi ( P-Vii )

BOQ

Name of Work: Re-Excavation of Janardanpur TANK 8 under Janardanpur , Choughora , Panchpukuriaclusterat Mouza Janardanpur , Plot No -183 , 184 , 185 , 194 , 195 , 197 , 198 , 199 , J.L. No -126 , G.P. -Chhatna - II under Chhatna Block in Bankura District under Bankura (A-I) Division under Matir Shristi (Phase - VII) Programme.
Sl. No. Item Description
1Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
2Pumping out water from ponds or tanks .( Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final level on consideration being made for any water that may have been added through percolation or otherwise).
3Earth work in excavation for WDS / WHS / RESERVOIR / SFMIS etc Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun , kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1500 m including spreading , leveliing disposed spoils at disposed area. ( mode of measurement : pre work and postwork)
4Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc withhydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1500 m including spreading , leveliing disposed spoils at disposed area. ( mode of easurement : pre work and post work).
5Excavation in soft weather rock / solt laterite rocks for WDS / WHS/RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading intippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1500 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement : pre work and post work).
6Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)..
7Earth work in excavation of foundation trenches for drain, in all sorts of soil(including mixed soil but excluding laterite or sand stone…….levelling , dressing and ramming the bottom,bailing out water as required complete….(a) depth of excavation not exceeding 1500 mm
8Single Brick flat soling of picked jhama bricks including ramming and dressing bed to proper level & filling joints with local sand with local sand.
9Ordinary 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.(d)With local hard blackstone variety chips (crusher broken) a) Using mixer machine & vibrator.i) Stone metal.
10Filling 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)
11Plaster (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) (b) 15 mm thick. (1:4).
12Neat cement punning about 1.5 mm. Thick in wall dado, window, sills, floor, drain etc.
13Hire and labour charges for shuttering with centering and necessary staging upto 4m. Using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns lintels curved or straightincliding fitting, fixing and striking out after completion of work (upto roof of ground floor). A)25mm to 30mm thick wodden shuttering as per decision & direction of engineer-in-charge.ii) Without stagning in foundation
14Supplying RC spun pipe (NP2) and matching Collar as per specification including loading , unloading , carriage and stacking properly at site as per instruction of Engineer - in Charge.
15600 mm dia NP2 Pipe
16Collar for 600 mm dia NP2 Pipe
17Labour Charges for laying fitting in position RC soun pipe (NP20 with collar in canal banks roads , including caulking the joints of collar as when and necessary with cement motar (prop. 1:2) jute and bitumen etc . As approved including preparing sub-grade curing including cost and carriage of sand , cement etc. complete.
18Earth work in filling in foundation trenches or plinth with good earth, in layers notexceeding 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.
19Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)
20Supplying, testing and installation of open Weave Jute Geo- textile (JGT )having overall weight of 500 gm/sq.m, thickness 6mm, width 1220 mm, Tensile strength 10KN/m (Warp direction) × 7.50KN/m (weft direction) on slopes of embankments dressed and cut to a gradientas per design and drawing for control of surfaces oil erosion on proposed bank slope of embankment including the cost of preparation of sub-grade and excavating the trenches of 500mm deep and spade- width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the worksite, all leads and lifts complete. (Payment will made on the basis offinished surface area of the slope).
21Add GST for hole work value @ 12% or as applicable as per Govt. rule.
22Add Labour well fare Cess @1% of Gross Bill Value

AI Tender Summary

OUR REF NO 37692328
AUTHORITY Government Departments
TENDER VALUE 43.57 Lakhs
LAST DATE 30-05-2023
Authority
Authority Name Water Resources Department
Work Description Re-Excavation Of Janardanpur Tank 8 At Mouza Janardanpur , Plot No -183 , 184 , 185 , 194 , 195 , 197 , 198 , 199 , J.L. No -126 , G.P. -Chhatna - Ii Under Chhatna Block In Bankura District Under Bankura ( A-I ) Division Under Matir Shristi ( P-Vii )
Basic Detail
Tender No WBWRIDD/EE (AI) /BANKURA/e NIT 01 /MS/ 2023-24
Bidding Type Tender
Location
City chhatna
State West Bengal
Key Dates
Publish Date 16 May 2023
Submission Date 30 May 2023
Open Date 01 Jun 2023
Finance
Tender Value 43.57 Lakhs
Tender Fee Ref. Documents
EMD 87200
Exemption Not Available
Document List
17d76bf5-4aa5-4484-ab46-98801e6d29fe.html
BOQ_1097925.xls
Tendernotice_1.pdf
Tendernotice_2.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 16, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
May 30, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jun 01, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

17d76bf5-4aa5-4484-ab46-98801e6d29fe.html

xls

BOQ_1097925.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.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