Tender For Construction & Upgradation Of Rural Roads/Cds/Bridges Under Pmjanman.
Tender Value
2.50 Crore
Estimated cost
Bid Submission
13 Jul 2026
12 days left
EMD
2.50 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sheopur → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction & Upgradation Of Rural Roads/Cds/Bridges Under Pmjanman.
BOQ
| Sl. No. | Item Description |
| 1 | Road/Bridge Work |
| 2 | Construction/Upgradation of Rural Road and CDs under Package No.MP37PMJM020 (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. :- MP37PMJM020 Sl. No. Block Name of the Road Length in Km |
| 3 | Vijaypur |
| 4 | Vijaypur |
| 5 | Vijaypur Vijaypur L030-Dhorera to Haripura basti 0.55 Total Total Road Length 4.35 KM 237.61 Amount of Construction Cost 23760733.0 Amount of Mantenance Cost 1292000.0 13.5 Total Amount of PAC 25052733.0 1.0 1.0 Sl. No. SOR .no. Description of item Unit Quantity Rate Amount L022-Khajuri Road to Ahirwani L025-Arrod Umari Road to Nainagarh via Kirwara L026-Agra Road to Palpur L030-Dhorera to Haripura basti 1row(3) 2row Slab Culvert 3m Single Span Slab Culvert 3m 2 Span Slab Culvert 6m x 3span Slab Culvert 1x6m Slab Culvert 6mx2span |
| 6 | 1.6 (A) |
| 7 | 1.6(B) |
| 8 | 2.6 (B)II |
| 9 | 3.1 (A) |
| 10 | 3.2 (A) |
| 11 | 3.3 (A) |
| 12 | 3.3 (B) |
| 13 | 4.1 (A) |
| 14 | 5.1 (ii) |
| 15 | 6.11B(ii) |
| 16 | 5.1(i) |
| 17 | 5.1(ii) |
| 18 | 5.2 (iii) |
| 19 | 5.9 A (ii) |
| 20 | 5.12 (B) (ii) |
| 21 | 9.1A 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 45.598 23 23 0.0 133.346 0.0 0.0 23 |
| 22 | 9.3 (B) |
| 23 | 9.7 (A) |
| 24 | 9.8 (E) |
| 25 | 10.2 (i) |
| 26 | 10.2 (ii) A |
| 27 | 10.2 (ii) B |
| 28 | 10.2 (ii) C |
| 29 | 10.2 (ii) D |
| 30 | 10.2 (ii) E |
| 31 | 10.6 (A) i) |
| 32 | 10.6 (A) ii) |
| 33 | 10.6 (A) iii) |
| 34 | 10.12(A) |
| 35 | 10.12(B) |
| 36 | 10.12(C) |
| 37 | 10.13 |
| 38 | 10.15 |
| 39 | 10.14A |
| 40 | 10.18 (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 23 23 0.0 0.0 0.0 23 |
| 41 | 11.1 (I) (i) |
| 42 | 11.1 (II) |
| 43 | 11.1 (IV) 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 76.0 450.0 34200.0 0.0 0.0 0.0 0.0 76.0 34200.0 0.0 0.0 0.0 0.0 23 23 85.698 38564.1 34020.0 75.6 69.268 31170.6 23 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 65.0 471.0 30615.0 0.0 0.0 0.0 0.0 65.0 30615.0 0.0 0.0 0.0 0.0 23 23 51.419 24218.349 147.662 30521.0 64.8 41.561 19575.231 23 |
| 44 | 11.2I |
| 45 | 11.4 (I) (i) |
| 46 | 11.4 (I) (ii) |
| 47 | 11.4 (IV) |
| 48 | 12.5 (II) (i) |
| 49 | 12.5 (III) (i) |
| 50 | 12.5V |
| 51 | 12.5VI |
| 52 | 12.10 (I) |
| 53 | 12.11 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 23 23 0.0 0.0 0.0 23 (a) Fixed end anchor bar Each 4.0 603.0 2412.0 0.0 0.0 0.0 0.0 4.0 2412.0 0.0 0.0 0.0 0.0 23 23 12.0 7236.0 20.0 2412.0 4.0 0.0 23 (b) Free end anchor bar Each 4.0 1192.0 4768.0 0.0 0.0 0.0 0.0 4.0 4768.0 0.0 0.0 0.0 0.0 23 23 12.0 14304.0 20.0 4768.0 4.0 0.0 23 |
| 54 | 12.16 |
| 55 | 13.1 (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 24.0 6156.0 147744.0 0.0 0.0 0.0 0.0 24.0 147744.0 0.0 0.0 0.0 0.0 12.0 23 23 24.188 148901.328 83.059 150699.0 24.48 49.32 303613.92 23 13.1 (III) Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per general note drawing and technical specifications Clauses 800 and 1211 Cum 0.0 6332.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.5 23 23 0.0 0.0 |
| 56 | 13.9 13.16 (II) Square Meter 0.0 759.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 23 23 17.1 12978.9 0.0 17.0 12903.0 23 |
| 57 | 13.16 (III) |
| 58 | 13.17 |
| 59 | 14.1 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 27.0 1034.0 27918.0 0.0 0.0 0.0 0.0 27.0 27918.0 0.0 0.0 0.0 0.0 23 23 0.0 27918.0 27.0 0.0 23 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 27.0 1617.0 43659.0 0.0 0.0 0.0 0.0 27.0 43659.0 0.0 0.0 0.0 0.0 23 23 0.0 27.0 43659.0 27.0 0.0 23 |
| 60 | 14.1 23760733.0 0.0 11515508.0 0.0 3926142.0 4187355.0 23 23 2401847.529 2015547.0 237.60733 175.57 5597159.0 0.0 179.28 23 3.71000000000001 IsT 43.0 30.2695536897923 1.31 1.57 70.0397702165267 MTN Amount 7.47 12.68 5.52 11.21 179.95 66.5 78.79 139.06 222.59 0.79 53.4 740.29 44.08 42.29 29.66 40.99 35.25 192.27 -45.33733 -1002.37298253372 -237.60733 -5249.83053468847 |
AI Tender Summary
Tender Timeline
Jun 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 days