Housing Urban and Rular Development Government Departments Closing in 0 days TDR #35876146

Ordinary Road Repair Work In Sub Dn. Nawalgarh

Issued by Government Departments · nawalgarh, Rajasthan
Tender Value
37.59 Lakhs
Estimated cost
Bid Submission
29 Jan 2023
0 days left
EMD
75180
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
nawalgarh → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Ordinary Road Repair Work In Sub Dn. Nawalgarh

BOQ

Name of Work - Ordinary road repair work in Sub Dn. Nawalgarh
Sl. No. Item Description
1Repair work on MDR in Sub Dn. Nawalgarh
2Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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 suitablematerial. In Ordinary Soil : Upto 3 m depth
3Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104(Banas/Bikaner quarry sand permitted only) P.C.C grade M 10 : Nominal mix 1:3:6
4Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. (Banas/Bikaner quarry sand permitted only) Random Rubble masonary: in cementmortar 1:4
5Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 (Banas/Bikaner quarry sand permitted only)
6Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 : (Banas/Bikaner quarry sand permitted only) 75 mm thick
7Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements.
8Providing weepholes in brick masonry/stone masonry,plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706
9Repair work on VRin Sub Dn. Nawalgarh
10Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201 : By Mechanical Means : In area of non-thorny jungle
11Construction of Embankment with Material Obtained from Roadway CuttingConstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3
12Excavation in SoilwithDozer with lead upto 100 mExcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
13Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smoothwheel roller to achieve the desired density complete as per MoRTH Specification table 400-1, 400-2 : Using naturally occuring gravel
14Water Bound Macadam with Crushable ScreeningsWBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate : By Mechanical Means
15Water Bound Macadam with Crushable ScreeningsWBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate : By Mechanical Means
16Prime CoatLow porosityProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502
17Tack CoatProviding and applying tack coat with Bitumen (VG-10)using bitumandistributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503
1820mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.Case - IIBy Mechanical Means Bitumen (S-90)
19Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 : By Mechanical Means : Case - II:Type B : Bitumen (S-90)
20Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements.
21Cement Concrete PavementProviding and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-30 pavement Grade
22KilometreStoneReinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801
23P&F Mukhya Mantri Sadak Yojana log of or roads funded by State road fund having M.S.Definition plate of 1.6 mm thickness framed to steel hollow section of 75mmx75mm ,2.5m long stove enamelled pain twith hold fast including paint logo as per approved design and colours.The logo shall be made out of1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular plate shall be plain at the junction of base plate.The size of definition plate shall be 1500x600 mm and embedding the post by M-15mix C.C.block 300x300x600 mm including lettering / writing and painting etc.complete in all respect.

AI Tender Summary

OUR REF NO 35876146
AUTHORITY Government Departments
TENDER VALUE 37.59 Lakhs
LAST DATE 29-01-2023
Authority
Authority Name Public Works Department
Work Description Ordinary Road Repair Work In Sub Dn. Nawalgarh
Basic Detail
Tender No nit 14 Nawalgarh Division
Bidding Type Tender
Location
City nawalgarh
State Rajasthan
Key Dates
Publish Date 23 Jan 2023
Submission Date 29 Jan 2023
Open Date 30 Jan 2023
Finance
Tender Value 37.59 Lakhs
Tender Fee 500
EMD 75180
Exemption Not Available
Document List
BOQ_559543.xls
47c5999f-92ad-45b2-ac75-0f08951ece0b.html
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Jan 23, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 29, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 30, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
xls

BOQ_559543.xls

html

47c5999f-92ad-45b2-ac75-0f08951ece0b.html

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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