Tender For Construction & Upgradation Of Rural Roads/Cds/Bridges Under Pmgsy-Iv
Tender Value
3.67 Crore
Estimated cost
Bid Submission
13 Jul 2026
12 days left
EMD
3.67 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 Pmgsy-Iv
BOQ
| Sl. No. | Item Description |
| 1 | Road/Bridge Work |
| 2 | Construction/Upgradation of Rural Road and CDs under Package No.MP37904 (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. :- MP37904 Sl. No. Block Name of the Road Length in Km |
| 3 | Vijaypur |
| 4 | Vijaypur |
| 5 | Vijaypur |
| 6 | Vijaypur Total Total Road Length 6.15 KM Amount of Construction Cost 349.02 34902001.0 Amount of Mantenance Cost 18.25 13.5 Total Amount of PAC 367.27 1.0 3.0 0.0 Sl. No. SOR .no. Description of item Unit Quantity Rate Amount L067-Goras Shyampur road to golipura via Bhairopura Jhopadi L046-Shyampur dhodar road to Gware ka sahrana L045-Shyampur dhodar road to Bhampura L056-Shyampur dhodar road to Harivilas ka pura 1row(3) 2row 3row Slab Culvert 3m Single Span Slab Culvert 3m 2 Span Slab Culvert 6m x 3span Slab Culvert 1x6m Slab Culvert 6mx2span |
| 7 | 1.6 (A) |
| 8 | 1.6(B) |
| 9 | 2.6 (B)II |
| 10 | 3.1 (A) |
| 11 | 3.2 (A) |
| 12 | 3.3 (A) |
| 13 | 3.3 (B) |
| 14 | 4.1 (A) |
| 15 | 5.1 (ii) |
| 16 | 6.11B(ii) |
| 17 | 5.1(i) |
| 18 | 5.1(ii) |
| 19 | 5.2 (iii) |
| 20 | 5.9 A (ii) |
| 21 | 5.12 (B) (ii) |
| 22 | 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 45.598 0.0 0.0 0.0 23 |
| 23 | 9.3 (B) |
| 24 | 9.7 (A) |
| 25 | 9.8 (E) |
| 26 | 10.2 (i) |
| 27 | 10.2 (ii) A |
| 28 | 10.2 (ii) B |
| 29 | 10.2 (ii) C |
| 30 | 10.2 (ii) D |
| 31 | 10.2 (ii) E |
| 32 | 10.6 (A) i) |
| 33 | 10.6 (A) ii) |
| 34 | 10.6 (A) iii) |
| 35 | 10.12(A) |
| 36 | 10.12(B) |
| 37 | 10.12(C) |
| 38 | 10.13 |
| 39 | 10.15 |
| 40 | 10.14A |
| 41 | 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 |
| 42 | 11.1 (I) (i) |
| 43 | 11.1 (II) |
| 44 | 11.1 (IV) |
| 45 | 11.1 (ii) |
| 46 | 11.1 (iv) |
| 47 | 11.2I |
| 48 | 11.4 (I) (i) |
| 49 | 11.4 (I) (ii) |
| 50 | 11.4 (IV) |
| 51 | 12.5 (II) (i) |
| 52 | 12.5 (III) (i) |
| 53 | 12.5V |
| 54 | 12.5VI |
| 55 | 12.10 (I) |
| 56 | 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 0.0 23 (a) Fixed end anchor bar Each 0.0 603.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.0 7236.0 0.0 4.0 0.0 23 (b) Free end anchor bar Each 0.0 1192.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.0 14304.0 0.0 4.0 0.0 23 |
| 57 | 12.16 |
| 58 | 13.1 (I) (i) |
| 59 | 13.1 (II) 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 10.5 0.0 0.0 0.0 |
| 60 | 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 17.1 12978.9 0.0 0.0 23 |
| 61 | 13.16 (III) |
| 62 | 13.17 |
| 63 | 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 0.0 1034.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.0 1617.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 27.0 0.0 23 |
| 64 | 14.1 34902001.0 70665.0 0.0 1532679.0 2401847.529 3559303.0 0.0 349.02001 0.0 0.0 0.0 2268415.6 0.0 IsT 63.0 70.0397702165267 70.0397702165267 MTN Amount 7.47 6.18 179.95 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 -156.75001 -3465.62038470042 -349.02001 0.0 -7711.44520547945 |
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