Public Administrative Department Local Bodies Closing in 10 days TDR #57873192

Tender for Tender for Construction Work Of Bt/C.C. Road In Sheopur Village And Sector-70 In Ward No. 53 Of Sanganer Zone.

Issued by Local Bodies · Jaipur, Rajasthan
Tender Value
71.26 Lakhs
Estimated cost
Bid Submission
15 Oct 2026
10 days left
EMD
1.42 Lakhs
Bank guarantee accepted
Document Fee
1770
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Work Of Bt/C.C. Road In Sheopur Village And Sector-70 In Ward No. 53 Of Sanganer Zone.

BOQ

Name of Work:- lkaxkusj tksu ds okMZ ua- 53 esa ;ksiqj xkWo ,oa lSDVj&70 esa ch-Vh@lh-lh- lMd fuekZ.k dk;ZA
Sl. No. Item Description
1(4.2.1)Dismantling of existing structures like culverts, bridges, retainingwalls, CC road and other structure comprising of masonry, cementconcrete, wood work, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.
2(2.4.1)Lime Concrete, cement concrete grade M-10 (1:5:10) and below
3(2.4.2)Cement Concrete Grade M-15 and above and PCC blocks
4(4.2.1)Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.In all type of soil
5(1.1.3)Carriage of Materials by mechanical transport including loading,unloading and stacking ::Stone,boulders,gravelly material Beyond 5Km upto 10Km.per Km.
6(9.3)Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy,compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material,labour, machinery, lighting, guarding and maintenance of diversion.
7(9.4.3)Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 gradecement, coarse and fine aggregate conforming to IS: 383, maximumsize of coarse aggregate not exceeding 25 mm, mixed in a batchingand 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 as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20
8(8.3)Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
9(8.8.5)Providing and laying 50-75 mm compacted thick design mix (approved by Engineer) Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500- 9, 500-10 with bitumen binder set (including cost of anti-stripping compound wherever required) for base/ binder course including loading of material with F.E. loader, heating and mixing of stone aggregate, filler and bitumen in computerised hot mix plant,transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control as per clause 504.3.5 to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 507 of MoRT&H specification but excluding primer/tack coat, including all material, labour,machinery, lighting, guarding and maintenance of diversion.Grade-II with Bitumen VG-grade 30 @ 4.25 %, lime filler @ 2% (percent by weight of total mix)
10(8.10.4)Providing and laying 30-45 mm compacted thickness Bituminous Concrete as per design mix (approved by Engineer) on prepared surface with specified grade stone aggregate as per Table - 500-18 with bitumen for wearing course including loading of aggregate with F.E. loader and hot mixing of stone aggregate and bitumen (including cost of anti-stripping compound wherever required) in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensing device (as per clause 504-3.5) to the required level and grade and compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density complete as per clause 509 of MoRT&H specification including all material, labour, machinery, lighting,guarding and maintenance of diversion but excluding primer/tack coat.Grade-II with Bitumen VG-grade 30 @ 6% (percent by weight of total mix)
11(17.80.1)Supplying & fixing 560mm dia opening SFRC manhole frame & cover as per IS : 12592-2002 in existing manholes including grouting the frame in PCC M-15 complete in all respect as directed by the Engineer. HD-20 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57873192
AUTHORITY Local Bodies
TENDER VALUE 71.26 Lakhs
LAST DATE 15-10-2026
Authority
Authority Name Department Of Local Bodies
Work Description Tender for Construction Work Of Bt/C.C. Road In Sheopur Village And Sector-70 In Ward No. 53 Of Sanganer Zone.
Basic Detail
Tender No 38 EXECUTIVE ENGINEER SANGANER ZONE
Bidding Type Tender
Location
City Jaipur
State Rajasthan
Key Dates
Publish Date 05 Oct 2026
Submission Date 15 Oct 2026
Open Date 16 Oct 2026
Finance
Tender Value 71.26 Lakhs
Tender Fee 1770
EMD 1.42 Lakhs
Exemption Available
Document List
0ee14045-66dd-4ce4-b801-241666b092c3.html
BOQ_1069431.xls
eproc38xensnz.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 05, 2026
11:30 IST

Tender Published

Tender notice published.

Today
Oct 15, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 10 days
Oct 16, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 11 days

Tender Documents

Download All (ZIP) ↓
html

0ee14045-66dd-4ce4-b801-241666b092c3.html

xls

BOQ_1069431.xls

pdf

eproc38xensnz.pdf

pdf

Tendernotice_1.pdf

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