Water Resources and Irrigation Government Departments Closing in 0 days TDR #31185121

Construction Of Approach Road At Shank At Rd 1400 M And 2375 M Of L.F. Bund.

Issued by Government Departments · Shahdara, Delhi
Tender Value
30.24 Lakhs
Estimated cost
Bid Submission
04 Mar 2022
0 days left
EMD
60490
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Shahdara → Delhi
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Approach Road At Shank At Rd 1400 M And 2375 M Of L.F. Bund.

BOQ

Name of Work:Constructionof approach road at shank at RD 1400 mand 2375 m of L.F. Bund.
Sl. No. Item Description
1Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres
2Supplying and stacking at site. 63 mm to 45 mm size stone aggregate
353 mm to 22.4 mm size stone aggregate
4Stone screening 11.2 mm nominal size (Type B)
5Moorum
6Good earth
7Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
8Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
9Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On W.B.M. @ 0.75 Kg I sqm
10On bituminous surface @ 0.50 Kg I sqm
11Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over apreviously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
12Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
13Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
14Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
15Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
1612 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
1715 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)
18Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).

AI Tender Summary

OUR REF NO 31185121
AUTHORITY Government Departments
TENDER VALUE 30.24 Lakhs
LAST DATE 04-03-2022
Authority
Authority Name Irrigation And Flood Control Department
Work Description Construction Of Approach Road At Shank At Rd 1400 M And 2375 M Of L.F. Bund.
Basic Detail
Tender No 177/EE/CD-IV/IFC/2021-22
Bidding Type Tender
Location
City Shahdara
State Delhi
Key Dates
Publish Date 22 Feb 2022
Submission Date 04 Mar 2022
Open Date 04 Mar 2022
Finance
Tender Value 30.24 Lakhs
Tender Fee Ref. Documents
EMD 60490
Exemption Not Available
Document List
Tendernotice_1.pdf
9b00c976-4c18-478b-9a7d-41648b3ba7a1.html
BOQ_279479.xls
NIT-177.pdf

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Tender Timeline

Feb 22, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 04, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 04, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Tendernotice_1.pdf

html

9b00c976-4c18-478b-9a7d-41648b3ba7a1.html

xls

BOQ_279479.xls

pdf

NIT-177.pdf

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