Road Transport and Highways Local Bodies Closing in 3 days TDR #56076573

Tender For Construction & Upgradation Of Rural Roads/Cds/Bridges Under Pmjanman.

Issued by Local Bodies · Sheopur, Madhya Pradesh
Tender Value
1.85 Crore
Estimated cost
Bid Submission
13 Jul 2026
3 days left
EMD
1.85 Lakhs
Bank guarantee accepted
Document Fee
14750
Non-refundable
Tender Type
Online

Tender Overview

Organization
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Tender ID
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Competition Type
NCB
Bidding Type
Tender
Location / State
Sheopur → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
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Contact Person
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Address
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Project Description

Tender for Construction & Upgradation Of Rural Roads/Cds/Bridges Under Pmjanman.

BOQ

Name of Work:- Construction & Upgradation of Rural Roads/CDs/Bridges Under pmjanman.
Sl. No. Item Description
1Road/Bridge Work
2Construction/Upgradation of Rural Road and CDs under Package No.MP37PMJM019 (Offer Based on SSR issued by MPRRDA Effective from 01.01.2024.) as per detailed BOQ attached in Annex-II A. Please Enable Macros to View BoQ information MPRRDA,PIU-Sheopur Annex-II A Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR 01.01.2024 District :- Sheopur PIU :- Sheopur Package No. :- MP37PMJM019 Sl. No. Block Name of the Road Length in Km 8.91
3Seopurkalan
4Seopurkalan Total Total Road Length 3.0 KM Amount of Construction Cost 17708012.0 Rs. Amount of Mantenance Cost 891000.0 Rs. 13.5 Total Amount of PAC 18599012.0 Rs. 2.0 4.0 2.0 Sl. No. SOR .no. Description of item Unit Quantity Rate 0.0 SHYAM KA SAHARANA SHYAM KA SAHARANA Total JULANIYAPURA JULANIYAPURA PALI SCHOOL BARGUA KURAD BASTI (LAHRONI) ROAD HEERAPUR BARGAWAN ROAD BADRENTHA ADIWASI BASTI (LAHRONI) 1row(3) 2row Slab Culvert 1x6 Slab Culvert 1x3 Slab Culvert 6mx2span Slab Culvert 1x3
51.6 (A)
61.6(B)
72.6 (B)II
83.1 (A)
93.2 (A)
103.3 (A)
113.3 (B)
124.1 (A)
135.1 (ii)
146.11B(ii)
155.1(i)
165.1(ii)
175.2 (iii)
185.9 A (ii)
195.12 (B) (ii)
209.1A 9.1 (ii) Cum 0.0 360.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
219.3 (B)
229.7 (A)
239.8 (E)
2410.2 (i)
2510.2 (ii) A
2610.2 (ii) B
2710.2 (ii) C
2810.2 (ii) D
2910.2 (ii) E
3010.6 (A) i)
3110.6 (A) ii)
3210.6 (A) iii)
3310.12(A)
3410.12(B)
3510.12(C)
3610.13
3710.15
3810.14A
3910.18 (i) 10.18 0.0 3725.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
4011.1 (I) (i)
4111.1 (II)
4211.1 (IV) 11.1 (I) (ii) Earthwork in excavation for structures as per drawing and technical specifications Clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 1000 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil ii 1.5 m to 3 m depth Cum 0.0 360.0 0.0 0.0 44.46 0.0 16005.6 88.92 0.0 0.0 11.1 (ii) Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 1000 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.ii. Ordinary rock (not requiring blasting)Upto 3 m depth Cum 87.415 450.0 39337.0 0.0 87.415 0.0 75.6 0.0 0.0 75.6 34020.0 75.6 87.415 151.2 151.2 0.0 0.0 174.83 39336.75 11.1 (III) Earthwork in excavation for structures as per drawing and technical specifications Clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 1000 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. III Hard rock (requiring blasting) Cum 52.449 652.0 34197.0 52.449 0.0 22.23 52.449 14493.96 44.46 104.898 34196.748 11.1 (iv) Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 1000 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.iv. Hard rock (blasting prohibited)Upto 3 m depth Cum 0.0 471.0 0.0 0.0 0.0 0.0 64.8 0.0 0.0 64.8 30520.8 64.8 0.0 129.6 129.6 0.0 0.0 0.0 0.0
4311.2I
4411.4 (I) (i)
4511.4 (I) (ii)
4611.4 (IV)
4712.5 (II) (i)
4812.5 (III) (i)
4912.5V
5012.5VI
5112.10 (I)
5212.11 12.15 Anchor bar for RCC slabs of submersible bridgesProvidng and fixing 20mm dia MS anchor bar duly welded at bottom with MS plate of size 500mm x 75mm x 10mm including all material labour charges etc. as per plate no. 7.22 SP-20 or otherwise as directed by Engineer incharge. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 (a) Fixed end anchor bar Each 8.0 603.0 4824.0 0.0 8.0 0.0 4.0 0.0 0.0 4.0 2412.0 4.0 4.0 8.0 8.0 8.0 2412.0 8.0 16.0 4824.0 (b) Free end anchor bar Each 8.0 1192.0 9536.0 0.0 8.0 0.0 4.0 0.0 0.0 4.0 4768.0 4.0 4.0 8.0 8.0 8.0 4768.0 8.0 16.0 9536.0
5312.16
5413.1 (I) (i) 13.1 (II) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5II. R.C.C M 25 Cum 49.32 6156.0 303614.0 0.0 49.32 0.0 24.48 0.0 0.0 24.48 150698.88 24.48 8.1 49.32 48.96 48.96 49863.6 16.2 98.64 303613.92
5513.16 (III)
5613.17
5714.1 14.2 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 with minimum size and weight of stone as per table 1300.2, no stone weight weighting less than 25 kg. Cum 256.0 1034.0 264704.0 0.0 256.0 0.0 264704.0 27.0 0.0 0.0 27.0 27918.0 27.0 54.0 310.0 0.0 0.0 0.0 0.0 14.3 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 with thickness of filter 150 mm unless otherwise specified. Cum 96.0 1617.0 155232.0 0.0 96.0 155232.0 27.0 0.0 0.0 27.0 43659.0 27.0 54.0 150.0 0.0 0.0 0.0
5814.1 17708012.0 5326881.0 8940314.26 17955173.0 177.08012 179.55173 IsT 32.0 41460.0 149256.0 78774.0 66336.0 29022.0 128526.0 209.08 48524.0 174744.0 92226.0 77664.0 33978.0 150474.0 68655.0 247158.0 130445.0 109848.0 48059.0 212831.0 179.95 78455.0 282438.0 149065.0 125528.0 54919.0 243211.0 -28.611 66.5 88255.0 317718.0 167685.0 141208.0 61779.0 273591.0 78.79 325349.0 1171314.0 618195.0 520584.0 227757.0 1008633.0 139.06 47400.0 63200.0 63200.0 222.59 0.79 665595.0 290957.0 1071833.0 53.4 740.29

AI Tender Summary

OUR REF NO 56076573
AUTHORITY Local Bodies
TENDER VALUE 1.85 Crore
LAST DATE 13-07-2026
Authority
Authority Name Madhya Pradesh Rural Road Development Authority
Work Description Tender for Construction & Upgradation Of Rural Roads/Cds/Bridges Under Pmjanman.
Basic Detail
Tender No NIT-1277-Janman
Bidding Type Tender
Location
City Sheopur
State Madhya Pradesh
Key Dates
Publish Date 19 Jun 2026
Submission Date 13 Jul 2026
Open Date 15 Jul 2026
Finance
Tender Value 1.85 Crore
Tender Fee 14750
EMD 1.85 Lakhs
Exemption Not Available
Document List
77e02336-2eb1-47b2-994c-3dbee9e18629.html
BOQ_232311.xls
Tendernotice_1 (2).pdf
Tendernotice_2.pdf
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Tender Timeline

Jun 19, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 13, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Jul 15, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

Download All (ZIP) ↓
html

77e02336-2eb1-47b2-994c-3dbee9e18629.html

xls

BOQ_232311.xls

pdf

Tendernotice_1 (2).pdf

pdf

Tendernotice_2.pdf

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