Water Resources and Irrigation Government Departments Closing in 0 days TDR #31823700

Improvement To Kv Right Embankment From Sasan Dobandi Sahi To Bhigarpur Bridge ( From Rd 5.50 Km. To 7.056 Km ) .

Issued by Government Departments · nimapara, Odisha
Tender Value
57.83 Lakhs
Estimated cost
Bid Submission
27 Apr 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
nimapara → Odisha
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Improvement To Kv Right Embankment From Sasan Dobandi Sahi To Bhigarpur Bridge ( From Rd 5.50 Km. To 7.056 Km ) .

BOQ

Name of Work: Improvement to KV right embankment from Sasan Dobandi sahi to Bhigarpur bridge (from RD 5.50 Km. to 7.056 Km).
Sl. No. Item Description
1Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth up to 300 mm (Light jungles) &removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking the serviceable materials to be used or auctioned up to a lead of 1000 Meters including removaland disposal of top organic soil not exceeding 150mm in thickness etc. complete as per direction of the Engineer-in-charge.
2Collecting, supplying and stackingat work site for premeasurement of IRC Grade-I metal (90 mm to 45mm) using gravel/ moorum of specific size to water bound macadam from stacks and hand packing rolling with 3 wheeled steel roller 8-10 tones in stagesto proper grade and camber, applying and brooming requisite type of screening/binding materialsto fill the interstices of coarse aggregates, watering and consolidation with P.R.R. including hire and running charges of P.R.R. with all cost, carriage, royalty, labour, T&P, cess etc.complete as per direction of the Engineer-in-charge.
3Collecting, supplying and stackingat work site for premeasurement of IRC Grade-III metal (53mm to 22.40mm) using stone screen dust of specific size to water bound macadam from stacks and hand packing rolling with 3 wheeled steel roller 8-10 tones in stagesto proper grade and camber, applying and brooming requisite type of screening/binding material tofill the interstices of coarse aggregates, watering and consolidation with P.R.R. including hire and running charges of P.R.R. with all cost, carriage, royalty, labour, T&P, cess etc.complete as per direction of the Engineer-in-charge.
4Providing andapplying primer coat with bitumen emulsion on prepared surface of granular base including clearingof road surface and spraying primer at the rate of 0.60Kg/sqmusing mechanical meansas per clause 502 of MoSRT &H specification for Road& Bridges works (4th revision) with all leads, lifts and delifts including cost, conveyance royalty of all materials etc. including labours and hire charges of T&Pmaterials required for the work, hire and running charges ofmachineries and quality control test including all incidental charges with labour cess complete as per specification and direction of the Engineer-in-charge.
5Providing and applying tack coat using 0.20 Kg/ Sqm of bitumen emulsion using emulsion pressure distributor on prepared surface of bituminous/ granular surface cleanedwithmechanical broom as per clause 503 of MoSRT &H specification for road and bridge work (4th revision) and all other T&P articles complete with all leads, lifts and delifts includingcost conveyance, royalty of all materials etc.includinglabours and hire charges of T&Pmaterials required for the work, hire and running charges of machineries and quality control test including all incidental charges with labour , cesscomplete as per direction of the Engineer-in-charge.
6Providing & laying of Bituminus Macadam with hot mix plant using crushed aggregates of grading-II(19mm) premixed with bituminous binder of 60/70 (Packed) penetration grade of bitumen, transported to work site, laid over a previously prepared surface with a hydrostatic Paver finisher with the sensor control to the required grade, level, alignment and rolling with smooth wheeled, vibrator and tandem rollers to achieve the desired compaction as per clause-504 of MoSRT & H specification for Road&Bridge works (4thRevision) including all cost carriage royalty and taxesof all materialsetc. complete as per direction of the Engineer-in-charge.
7Providing& laying Semi Dense Bituminous concrete with batch type hot mix plant using crushed aggregates of grading-II ( 10 mm) premixed with bituminous binder of 60/70 (packed) penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic Paver Finisher with the sensor control to the required grade, level, alignment and rolling with smooth wheeled, vibrator and tandem rollers to achieve thedesired compaction as per clause -504 of MoSRT & H specification for Road & Bridge works (4rth Revision) including all cost, carriage, royalty & taxesof all materialsetc.complete as per direction of the Engineer-in-charge.
8Blinding road surface with sand 6 mm thick including cost, conveyance, royaltyand taxes of materials and labour , T&P cess etc.complete as per direction of the Engineer-in-charge.
9Collecting, supplying and stacking good qualitylaterite moorum at work site in standard box heap size of 1.50M x 1.50M x 0.50M to be measured as 1 cum for pre-measurementbeyond the trafficable berms and conveying from stacks, spreading mrooum with all leads, lifts and delifts, handling and remanding charges including cost, conveyance, royalty of all material etc. labours and hire charges of T&P materials required for thework, watering and consolidation with PRRincluding all incidental charges withlabour cess complete as per specification and direction of the Engineer-in-charge.
10Earthworkin all kinds of soil except sand, sandy or slushy soil inborrow area bymechanical means and transportation of excavated earth by mechanical means with all leads, lifts, delfts, rehandling, conveyance, royalty, cess, including loading and unloading the same onprepared and approved surface including rough dressing and breaking the clods to maximum 5 cm. to 7 cm. in size and laying in layers not exceeding 22.5 cm.layers to make ready for watering and compaction with sheep footrollers and dozersbut excluding watering and compaction in damsand dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow areawith labour, T & Petc. complete as per direction of the Engineer-in-charge. (Earth will be arranged by the bidder at his own cost and risk. Earth should be free from clods, roots, brickbats and other debris) .

AI Tender Summary

OUR REF NO 31823700
AUTHORITY Government Departments
TENDER VALUE 57.83 Lakhs
LAST DATE 27-04-2022
Authority
Authority Name Irrigation Department
Work Description Improvement To Kv Right Embankment From Sasan Dobandi Sahi To Bhigarpur Bridge ( From Rd 5.50 Km. To 7.056 Km ) .
Basic Detail
Tender No e-PROCUREMENT NOTICE NO 02 OF 2022-23
Bidding Type Tender
Location
City nimapara
State Odisha
Key Dates
Publish Date 13 Apr 2022
Submission Date 27 Apr 2022
Open Date 28 Apr 2022
Finance
Tender Value 57.83 Lakhs
Tender Fee 10000
EMD Ref. Documents
Exemption Not Available
Document List
a58dd9aa-241b-4c9d-8335-9ce92e69c011.html
2.06BidDocumentNID24.pdf
BOQ_395853.xls
Tendernotice_1.pdf

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Tender Timeline

Apr 13, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Apr 27, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Apr 28, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

a58dd9aa-241b-4c9d-8335-9ce92e69c011.html

06BidDocumentNID24

2.06BidDocumentNID24.pdf

xls

BOQ_395853.xls

pdf

Tendernotice_1.pdf

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