Housing Urban and Rular Development Government Departments Closing in 0 days TDR #33014289

Construction Of Balance Work Of Helipad At Chowari Sh Construction Of Retaining Wall Wing Wall And M / T

Issued by Government Departments · dalhousie, Himachal Pradesh
Tender Value
42.65 Lakhs
Estimated cost
Bid Submission
16 Jul 2022
0 days left
EMD
85500
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
dalhousie → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Balance Work Of Helipad At Chowari Sh Construction Of Retaining Wall Wing Wall And M / T

BOQ

Name of Work: Construction ofbalance work of Helipad at Chowari (SH: C/O R/wall, wing wall & M/T)
Sl. No. Item Description
1Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil, comprising ofordinary soil, ordinary rock , hard rock chiseling / wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification section 300and1600 as per the directions of the Engineer-in-Chargeincluding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal un-useful materialsupto any lead andliftincluding dressing of sides bottom and back filling in trenches with excavated suitable / approvedmaterials to the original surface in layers not exceeding 150mm(one hundred fifty millimetre) compacted thickness including shoring, struttingand pumpingandbailing outwater (surface and sub soil water)upto any depth and any quantum of water including cleaning of slushwhich may arise out during dewatering as perdirections of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals.Carriage of surplus muck genrated from cutting/ excavation work to the disposable/ dumping site to be selected by the contractor in private lands.The rate is inclusive of octroi, royality,Malkana, toll tax , GST or anyother taxes imposed by the Government .
2Providing and laying of boulder aprongabion wall laid in wire crates with 4mm(four millimetre) dia G.I. wire( Galvanized iron wire) confirming to IS: 280 (IS: two hundred eighty) and IS: 4836 (IS: four thousand eight hundred thirty six) in 100mmx100mm(one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stone boulders weighing not less than 40kg (forty kilogram)each as per IRC Code SP:63 Indian Standard Code , IS:15658 drawing and MORD technical specification Section1300 and as per directions of Engineer-in-charge including the carriage of material within all leads ,lifts and other incidental. The rate is inclusive of octroi, royality,Malkana, toll tax , GSTor anyother taxes imposed by the Government
3Providing and layingMechanically mixed and vibratedconcretefor plain cement concrete nominal mix 1:3:6 ( one cement is to three sand is to six graded crushed stone aggregate 20 millimetre(twenty millimetrenominal size on ground or under water and curing complete for 14 (fourteen) days, in open foundationsfor all type of structures including pumping or bailing out water(surface and sub soil water) dewatering for all depths and any quantum of water including removal of slush which may arise at the time of laying concrete complete for all heights / depths including the cost of form work completeas per drawings and M.O.R.D. technical specification section 800,900 and 1200 or as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.The rate is inclusive of octroi, royality,Malkana, toll tax ,GST or anyother taxes imposed by the Government.
4Loosening of ground upto a level of 300mm (Three hundred millimetre ) below the sub grade level, watered, graded with motor grade and compacted in layers to meet the requirements of table 300.1 and 300.2 with three wheel 80-100 (eighty to hundred) kN static rollerfor sub grade construction as per MORD technical specifications section 300 or as directed by the Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals.The rate is inclusive of octroi, royality,Malkana, toll tax, GST or anyother taxes imposed by the GovernmentT.
5Construction of granular sub-base by providing well graded materials, as per table 400.1 and spreading in uniform layer with tractor mount grader on prepared surface mixing by mix in place method with rotovator at OMC and compacted with threeWheel 80-100 (Eighty-hundred) kN static road roller to achieve the desired density, complete as per MORD Technical Specification section 400 for grading-I Material, as per the entire satisfaction and directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
6Providing, spreading and compacting stone aggregate size 63 mm to 45 mm (Sixty three millimetre to forty fivemillimetre) Grading-II, 150mm (One hundred fifty millimetre) compacted thickness to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty - hundred) KN static roller in stages proper graded and camber, applying and brooming stone screening typr \"B\" of size 11.2 mm (eleven point two milimetre) nominal size at the rate of 0.20 (zero point two zero cubic metre) per ten square metre to fill up the interstices of course aggregate, watering and compating to the required density as per MORD technical specifications Section No. 400 by manuals means an including hauling of material within all leads and lifts and other incidentals. The rate including octori, royality, Malkana, toll tax, , GST sale tax or other taxes imposed by the Government.
7Providing, spreading and compacting stone aggregate size 53 mm to 22.4 mm (fifty three millimetre to twenty two point four millimetre) Grading-III, 150 mm (One hundred fifty millimetre) compacted thickness to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty - hundred) KN static roller in stages proper graded and camber, applying and brooming stone screening typr \"B\" of size 11.2 mm (eleven point two milimetre) nominal size at the rate of 0.18 (zero point two three cubic metre) per ten square metre to fill up the interstices of course aggregate, watering and compating to the required density as per MORD technical specifications Section No. 400 by manuals means an including hauling of material within all leads and lifts and other incidentals. The rate including octori, royality, Malkana, toll tax, , GST sale tax or other taxes imposed by the Government.
8Providing and applying primer coat on prepared surface of granular base including cleaning of the road surface with Hydaulic brooms and spraying primer @ 0.850 Kg. (zero point eight fivekilogram) per square metre SS-I emulsion using mechanical means as per drawing MORD technical specifications section 500 as per the entire statisfaction and direction of Engineer-in-charge including carriage of materials within all leads, lifts and other incidental.The rate is inclusive of octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
9Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.275 kg (zero point two seven five killograme) per sqm onprepared dry and hungry bituminous surface/granular surface cleaned with Hydraulic broom as per MORD Technical Specification section 500 or as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals. The rate is including the octori, royality, Malkana, toll tax,GST,or other taxes imposed by the Government.
10Providing and laying 50 mm (Fifty millimeter) thick bituminous macadam with 100-120 (One hundred -One hundred twenty) tonne per hour hot mix plant producing an average output of 75 tonnes (seventy five tonne) per hour using crushed aggregates 19mm (Nineteen millimetres) nominal size of specified grading premixed with bituminous binder VG-10 (Viscosity Grade-Ten)at the rate of 3.3% (Three decimal four percent) of mix weight as per table 500.3 and 500.4 transported to site, laid over a previousioly prepared surface with paver finisher to the required grade, level and alignment and rolled as per MORD technical specificaton clause 304 to achieve the desire compaction and as per clause 504 of MORT&H specification latest addition including carriage of material within all leads, lifts and other incidentals as per the entire satisfaction and direction of Engineer-in-Charge. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
11Providing and laying 30 mm (Thirty millimetre) compacted thicknessbituminous concrete with minimum 100-120 (one hundred-one hundred twenty) TPHhot mix batch type plant with electronic controlGrading -II using crushed aggregate 13.2 (Thirteen decimal two millimeter) nominal size of specified grading premixed with bitumen binder VG-10 (Viscosity grade-ten) at the rate of 5.5 (five decimal five zero) percent of mix weight transported to site , laid with censor paver finisher hydraulic with censor control to the required grade, level and alignment over a previously prepared surface and rolling complete with smooth three wheel rollar 8-10 (Eight to Ten) tonne capacity for intial break down rolling and vibratory rollar 8-10 (Eight to Ten) tonne capacity or pheumatic type rollar of 12-15 ( Twelve to fifteen) tonne with type pressure of at least 0.56 MPA (Zero decimal five six) for intermidiate rolling and finished rolling with 6-8 (Six to Eight) tonne smooth wheeled tandom roller to achive the desire compactionas per MORTH specification clause No. 500 as per the direction and entire satisfaction ofEngineer-in-Charge including carrige of materials within all leads and lifts and other incidentals the rate including octori, royality, Malkana, toll tax, sale tax ,GST or other taxes imposed by the Government.

AI Tender Summary

OUR REF NO 33014289
AUTHORITY Government Departments
TENDER VALUE 42.65 Lakhs
LAST DATE 16-07-2022
Authority
Authority Name Public Works Department
Work Description Construction Of Balance Work Of Helipad At Chowari Sh Construction Of Retaining Wall Wing Wall And M / T
Basic Detail
Tender No PWD-TA-Tender/2022-23-5363-413 DT 01.07.2022
Bidding Type Tender
Location
City dalhousie
State Himachal Pradesh
Key Dates
Publish Date 08 Jul 2022
Submission Date 16 Jul 2022
Open Date 16 Jul 2022
Finance
Tender Value 42.65 Lakhs
Tender Fee 2000
EMD 85500
Exemption Not Available
Document List
8174a7b5-44ad-4767-b563-8dcb74ea5597.html
Biddingdocument.pdf
BOQ_94342.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

Jul 08, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 16, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 16, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

8174a7b5-44ad-4767-b563-8dcb74ea5597.html

pdf

Biddingdocument.pdf

xls

BOQ_94342.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