Tender For Construction & Upgradation Of Rural Roads/Cds/Bridges Under Pmjanman.
Tender Value
1.66 Crore
Estimated cost
Bid Submission
13 Jul 2026
1 days left
EMD
1.66 Lakhs
Bank guarantee accepted
Document Fee
14750
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.MP37PMJM029 (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. :- MP37PMJM029 Sl. No. Block Name of the Road Length in Km |
| 3 | Karahal |
| 4 | Karahal |
| 5 | Karahal |
| 6 | Karahal Total Total Road Length 3.0 KM Amount of Construction Cost 16036230.0 Rs. Amount of Mantenance Cost 586000.0 Rs. 13.5 Total Amount of PAC 16622230.0 Rs. 2.0 1.0 Sl. No. SOR .no. Description of item Unit Quantity Rate Amount L109-PYARIPURA TO PYARIPURA KA DANDA L105-AJAPURA AWDA GORAS ROAD TO DHABA KA TAPRA L108-MAYAPUR ROAD TO HANUMANKHEDA L091-BABDI CHAPA TO BANJARA BASTI (BABDICHAPA) ROAD L104-REECHI TO MOGIA KA TAPRA ROAD BADRENTHA ADIWASI BASTI (LAHRONI) 1row(3) 2row Slab Culvert |
| 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 |
| 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 |
| 42 | 11.1 (I) (i) |
| 43 | 11.1 (II) |
| 44 | 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 0.0 450.0 0.0 0.0 0.0 0.0 75.6 75.6 0.0 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 64.8 0.0 |
| 45 | 11.2I |
| 46 | 11.4 (I) (i) |
| 47 | 11.4 (I) (ii) |
| 48 | 11.4 (IV) |
| 49 | 12.5 (II) (i) |
| 50 | 12.5 (III) (i) |
| 51 | 12.5V |
| 52 | 12.5VI |
| 53 | 12.10 (I) |
| 54 | 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 (a) Fixed end anchor bar Each 0.0 603.0 0.0 0.0 0.0 0.0 4.0 4.0 0.0 (b) Free end anchor bar Each 0.0 1192.0 0.0 0.0 0.0 0.0 4.0 4.0 0.0 |
| 55 | 12.16 |
| 56 | 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 0.0 6156.0 0.0 0.0 0.0 0.0 24.48 24.48 0.0 |
| 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 0.0 1034.0 0.0 0.0 0.0 0.0 27.0 27.0 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 0.0 1617.0 0.0 0.0 0.0 0.0 27.0 27.0 0.0 |
| 60 | 14.1 16036230.0 4183813.0 160.3623 41.83813 IsT 29.0 33168.0 18960.0 12438.0 25280.0 21559.0 128526.0 189.36 38832.0 18960.0 14562.0 25280.0 25241.0 150474.0 54924.0 18960.0 20597.0 25280.0 35701.0 212831.0 179.95 62764.0 18960.0 23537.0 25280.0 40797.0 243211.0 -28.611 66.5 70604.0 18960.0 26477.0 25280.0 45893.0 273591.0 78.79 260292.0 94800.0 97611.0 126400.0 169191.0 1008633.0 139.06 39500.0 44240.0 63200.0 222.59 0.79 36.5407 40.6979 137111.0 42.15 213431.0 1071833.0 53.4 740.29 44.08 42.29 29.66 40.99 35.25 192.27 31.9077 705.454344461641 |
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 · 1 dayJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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