Housing Urban and Rular Development Government Departments Closing in 8 days TDR #57918769

Tender For Construction Of Animal Underpass (2 Nos) In Road Widening And Strengthening Revdar Jaswantpura Bhinmal Bagda Rangala Chounchwa Phanta Road (Sh-16A) Km 65/0 To 115/0 Job No. 1050/Crif/Rj/2023-24

Issued by Government Departments · Jalore, Rajasthan
Tender Value
2.28 Crore
Estimated cost
Bid Submission
26 Oct 2026
8 days left
EMD
4.56 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Animal Underpass (2 Nos) In Road Widening And Strengthening Revdar Jaswantpura Bhinmal Bagda Rangala Chounchwa Phanta Road (Sh-16A) Km 65/0 To 115/0 Job No. 1050/Crif/Rj/2023-24

BOQ

Name of Work:- Construction of Animal underpass (2 Nos) in Road Widening and Strengthening Revdar Jaswantpura Bhinmal Bagda Rangala Chounchwa Phanta Road (SH-16A) Km 65/0 to 115/0 Job No. 1050/CRIF/RJ/2023-24
Sl. No. Item Description
1Earthwork 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
2Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In Hard soil [MoRTH Specification : Clause : 301]Depth upto 3m to 6 mtr
3Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. P.C.C. grade M15
4Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. For All Rajasthan except Hanumangarh. R.C.C. grade M35
5Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.C including formwork. For All Rajasthan except Hanumangarh. R.C.C. grade M35 upto 5 metre height
6Structural Cement concrete for reinforced concrete in superstructure at any level complete including steel formwork, scaffolding etc. as per drawing and technical specification as per Design mix MoRTH Specification 1500 & 1700. For All Rajasthan except Hanumangarh M 35 grade solid slab superstructure
7Supplying, fitting, and placing HYSD bar reinforcement (Primary Steel) in Foundation, Substructure and superstructure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302
8Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6 ,(I) Granular material
9Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification including all material, labour, machinery as per clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H specification. For All Rajasthan except Hanumangarh
10P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704. Nominal mix
11Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704
12Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and MoRTH specifications Clauses 1700 and 2702.2
13Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205
14Filler JointProviding and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and MoRTH specifications Clause 2604
15Painting on Concrete/Steel Surfaces with Epoxy. Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and MoRTH Specification Clause 801
16Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical meanswith a lead of 1 Km For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar.For Grading-III Material
17Construction of dry lean cement concrete 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 a fully automatic computerised batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
18Construction of un-reinforced , plain cement concrete pavement M-40 (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 computerised compatible with Printer and Pen Drive Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping ofR.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 Slip 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 should have minimum flexural strengthen of 4.5 MPa, with all required equipments. (Dowel Bars and Tie Bars will be paid seprately).
19Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 80190 Cm equilateral triangle
20Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801800 mm x 600 mm rectangular
21GST 18% on BOQ item total Amount Rs 19315717.88 as per FD Order dated 23-03-2026 and CE PWD Rajasthan order No 21589477 Dated 15-04-2026 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57918769
AUTHORITY Government Departments
TENDER VALUE 2.28 Crore
LAST DATE 26-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of Animal Underpass (2 Nos) In Road Widening And Strengthening Revdar Jaswantpura Bhinmal Bagda Rangala Chounchwa Phanta Road (Sh-16A) Km 65/0 To 115/0 Job No. 1050/Crif/Rj/2023-24
Basic Detail
Tender No NIT No 08 Year 2026-27
Bidding Type Tender
Location
City Jalore
State Rajasthan
Key Dates
Publish Date 08 Oct 2026
Submission Date 26 Oct 2026
Open Date 27 Oct 2026
Finance
Tender Value 2.28 Crore
Tender Fee 2000
EMD 4.56 Lakhs
Exemption Available
Document List
39cb6360-ec10-4e88-98bb-8b369824f4d3.html
BOQ_1070123.xls
Tendernotice_1.pdf
Tendernotice_2.pdf
Tendernotice_3.pdf
Tendernotice_4.pdf

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Tender Timeline

Oct 08, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 26, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Oct 27, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
html

39cb6360-ec10-4e88-98bb-8b369824f4d3.html

xls

BOQ_1070123.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

pdf

Tendernotice_3.pdf

pdf

Tendernotice_4.pdf

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