Housing Urban and Rular Development Government Departments Closing in 3 days TDR #56766715

Tender For Construction Of Atal Pragati Patjh Under Package No Rj-08-01/Atal Pragati Path / Ba/2026-2027

Issued by Government Departments · Bikaner, Rajasthan
Tender Value
1.72 Crore
Estimated cost
Bid Submission
05 Aug 2026
3 days left
EMD
3.45 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Atal Pragati Patjh Under Package No Rj-08-01/Atal Pragati Path / Ba/2026-2027

BOQ

Name of Work:- Constt of Atal Pragati Patjh under Package No RJ-08-01/Atal Pragati Path / BA/2026-2027
Sl. No. Item Description
1Atal Pragati Path at Keserdesar Jatan
2Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202. Dry Brick pitching or Brick solling
3Excavation 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.
4Construction 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 305.3Deduct for Excaveted earth for used and pushed for filling in embankment.
5Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.For Grading III Material
6Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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 borken aggregateBy Manual Means
7Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).
8Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104P.C.C grade M 10Nominal mix 1:3:6
9Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004
10Earthwork 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 suitable material.Ordinary soil Upto 3 m depth
11Providing concrete for plain /reinforced concrete in open foundation scomplete as per drawing sand MoRTH specifications Clause1702,1703,2102 & 2104 P.C.C grade M 10Nominal mix 1:3:6
12Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses1300, 2102 & 2104 Brick masonry in 1:4 cement mortar
13Plastering with cement mortar(1:4),15mm thick on brick work in sub structure as per MoRTH specification Clauses 1312.4 & 2200
14Plain/reinforced cement concrete in substructure complete asper drawings and MoRTH specification Clauses 1700 and 2200P.C.C. grade M 20Nominal mix (1:2:4)
15Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granula rmateria lin single row including fixing collr withc ement mortar 1:2but excluding excavation,protection works,backfilling,concrete and masonry works in head walls and parapets Clause2905.300 mm dia
16Reinforced cement concrete M15 grade 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
17Ordinary Kilometer Stone (Precast)
18200 m stone (Precast)
19Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification.
20Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 900 mm equilateral triangle
21Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board
22Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
23Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour ma
24Total Estimated Cost of Construction (Part-A)
25GST 18% on BOQ Amount as per FD Order No Dated 23.03.26 and CE PWD Rajasthan Jaipur Order No 21589477 Dated 15.04.26
26G Total Construction Part with GST Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56766715
AUTHORITY Government Departments
TENDER VALUE 1.72 Crore
LAST DATE 05-08-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of Atal Pragati Patjh Under Package No Rj-08-01/Atal Pragati Path / Ba/2026-2027
Basic Detail
Tender No NIB NO 03 of 2026-2027
Bidding Type Tender
Location
City Bikaner
State Rajasthan
Key Dates
Publish Date 31 Jul 2026
Submission Date 05 Aug 2026
Open Date 06 Aug 2026
Finance
Tender Value 1.72 Crore
Tender Fee 2000
EMD 3.45 Lakhs
Exemption Available
Document List
7d6f73f9-214d-408f-ab91-cf9e25271948.html
Approved_Specialcondition_1.pdf
BOQ_1030883.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 31, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Aug 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

7d6f73f9-214d-408f-ab91-cf9e25271948.html

pdf

Approved_Specialcondition_1.pdf

xls

BOQ_1030883.xls

pdf

Tendernotice_1.pdf

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