Drinking Water Supply and Sanitation Government Departments Closing in 0 days TDR #33378404

Construction Of Embankment From Phangtengprang Area To Japan Hanse Village Along L / B Of River Kopili In West Karbi Anglong District

Issued by Government Departments · diphu, Assam
Tender Value
16.01 Crore
Estimated cost
Bid Submission
10 Aug 2022
0 days left
EMD
32.02 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
diphu → Assam
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Embankment From Phangtengprang Area To Japan Hanse Village Along L / B Of River Kopili In West Karbi Anglong District

BOQ

Name of Work: Construction of Embankment from Phangtengprang area to Japan Hanse Village along L/B of river Kopili in West Karbi Anglong District
Sl. No. Item Description
1Clearing Grass and Removal of Rubbish -Clearing grass and removal of rubbish up to a distance of 30 m outside theperiphery of the area as per Technical Specification Clause 201.i) By Manual Means
2Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto pg q p 1000 m as per Technical Specification Clause 301.5 (1) Private Land
3Haulage of materials by tipper excluding cost of loading,unloading and stacking(for 2 km lead/haulage) Case -II:unsurfaced gravel road(1.10.a case -II)
4Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
5Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Techincal Specification Clause 401: For Grading II Materials
6Collection and supply of hand chiseled broken stoneboulderofsize23cmto30cmin averagehaving (i) specific gravity not less than 2.65,and Materials properties conforming to IS 2386 part III & IV 1963 andFree from dust, dirt and other foreign materials including local carriage and stacking in regular measurable stacks of approximate 1(one) m. height at quarry site, payment of forest royalty, etc. complete as directed.(15% deduction will be made from the stack measured quantities on account of void).
7Supply of Galvanised wire netting sheet made of 8G wiremesh of 152mmsquare mesh in sheet of overall size 2.57m x 1.66m and making knot by binding with 12G wire at every joint including 76 mm projects of each wire in all side beyond the net size of 2.42 x 1.51 m including loading unloading stacking properly, complete as directed the department.
8Labour charge for dumping boulder in cage made of wire netting sheets of size 2.57x1.66m of 8G galvanized wire making the cage from 2 nos. of wire netting sheet by tying the projected wires ( wire netting sheet supplied by the department free of cost within 150m of work site) filling boulder inside in cage launching the same in position as directed including all handling charges and including site carriage of boulder from stack yard/ dump site within a distance of 150 m.etc. complete as directed.a) With boat
9Labour charge for dumping boulder in cage made of wire netting sheets of size 2.57x1.66m of 8G galvanized wire making the cage from 2 nos. of wire netting sheet by tying the projected wires ( wire netting sheet supplied by the department free of cost within 150m of work site) filling boulder inside in cage launching the same in position as directed including all handling charges and including site carriage of boulder from stack yard/ dump site within a distance of 150 m.etc. complete as directed.b) Without boat
10Labour charge for loose dumping boulder of 23cm. to 30cm. size in loose in eroded portion of river bank/ bed including handling charge and including site carriage of boulder from stack yard/ dump site within a distance of 150 m.etc. complete as directed.(a) With boat
11Local carriage of boulder, metal, gravel/sand etc. from the approachable site beyond 150m and up to 3.00Km from the work site including loading from stack and unloading at work site with 10 (ten) ton capacity truck, supplying P.O.L. etc. complete as directed.
12Carriage of wire netting sheets of size 2.57 X 1.66 m made of 8 G wire of 152mm Sq. meshincluding loading & unloading , Stacking cost of P.O.L. ,etc. complete and including hire charge of truck with driver and handyman completed as directed. Total dist= 150 km from W.R. godown to Worksite
13Plain/reinforced cement concrete in substructure complete as perdrawings and technical specification Clauses 802, 804, 805, 806, 807, 1202ans 1204A) With Crushed StoneII) P.C.C. grade M 20(i) Nominal mix (1:2:4)
14Plain/reinforced cement concrete in substructure complete as perdrawings and technical specification Clauses 802, 804, 805, 806, 807, 1202ans 1204A) With Crushed Stone(IV) RCC Grade M 25(i) for height upto 5m.
15Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL)in substructrue complete as per drawings and technical specificationClauses 1002 1005 1010 & 1202
16Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303III) Brick on edge laid in cement mortar (1:3)
17(FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
18Earthwork in excavation for structures as per drawing and technicalspecifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.V) Marshy soil
19Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
20Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal ofexcavated earth with all lifts and lead upto 1000 m. including providingplasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining andwater reducing plasticiser ( asterplast PAE or equivalent) andaccelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter-750 mm) (Qnty. 53Nos. x 10m. = 530 RM.)
21Fabrication and installation of shutter, guide and bottom channelM.S.plate, 6 mm for.shutter skin
22M.S.channel,150 x 75mm for stiffener
23‘J’ type rubber seal, 125mm size
24‘J’ type rubber seal corner, 125mm
25M.S.Flat(50x6)mm for fixing Rubber seal
26M.S.plate, 10mm for.shaft & counter wt. bracket
27Nuts & bolts (assorted size)
28M.S. washer (assorted size)
29M.S.electrode,8 SWG
30Filled D.A. gas
31Filled Oxygen gas
32Red Oxide primer
33Antisol red oxide paint
34Turpentine oil
35Painting brush,3” size
36Wire brush
37C.I.rollers with centre hole 20mm including suitable collar as directed including fine finishing of size,100 x 150 mm
38F shapped roller bracket made of 10mm thick plate of size 75 x 200mm with hole as directed to accommodate the above rollars
39Roller pin of length 150mm 7dia 16mm
40M.S.channel,200 x 75mm for Guide
41M.S.channel,200 x 75mm for Bottom
42M.S.electrode,8 SWG
43Filled D.A. gas
44Filled Oxygen gas
45M.S.plate, 10 mm for base support
46M.S. angle,(50x50)mm for anchoring
47Guide channel separator stud
48Red Oxide primer
49Antisol red oxide paint
50Turpentine oil
51Painting brush,3” size
52Wire brush
53H.S. Diesel
54Installation of Lifting Device including fiftting & fixing of operating system

AI Tender Summary

OUR REF NO 33378404
AUTHORITY Government Departments
TENDER VALUE 16.01 Crore
LAST DATE 10-08-2022
Authority
Authority Name Water Resources Department
Work Description Construction Of Embankment From Phangtengprang Area To Japan Hanse Village Along L / B Of River Kopili In West Karbi Anglong District
Basic Detail
Tender No DIPHU/2021-22/SOPD ODS/II
Bidding Type Tender
Location
City diphu
State Assam
Key Dates
Publish Date 03 Aug 2022
Submission Date 10 Aug 2022
Open Date 10 Aug 2022
Finance
Tender Value 16.01 Crore
Tender Fee 20000
EMD 32.02 Lakhs
Exemption Not Available
Document List
fee441b0-dcea-41e2-944f-3924d6127132.html
bid_japan_hanse.pdf
BOQ_40940.xls
Tendernotice_1.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

Aug 03, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 10, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 10, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

fee441b0-dcea-41e2-944f-3924d6127132.html

pdf

bid_japan_hanse.pdf

xls

BOQ_40940.xls

pdf

Tendernotice_1.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