Tender For Construction & Upgradation Of Rural Roads/Cds/Bridges
Tender Value
27.62 Crore
Estimated cost
Bid Submission
02 Nov 2026
16 days left
EMD
27.62 Lakhs
Bank guarantee accepted
Document Fee
59000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhar → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction & Upgradation Of Rural Roads/Cds/Bridges
BOQ
| Sl. No. | Item Description |
| 1 | Road/Bridge Work |
| 2 | Construction/Upgradation of Rural Road and CDs under Package No. MP11RBR22 (Offer Based on SOR issued by MPPWD Effective from 11-04-2025.) as per detailed BOQ attached in Annex-II A. Please Enable Macros to View BoQ information MPRRDA, PIU Dhar-1 Annex-II A Bill of Quantity Details for the Percentage (%) Rate Tender Based on SSR 11-04-2025 District :- Dhar PIU :- Dhar-1 Package No. :- MP11RBR22 Sl. No. Block Name of the Road Length in m |
| 3 | Tirla Total Bridge Length 250.0 Amount of Bridge Cost 273549547.0 Amount of Maintenance Cost 2735495.0 Total Amount of PAC 276285042.0 Sl. No. SOR .no. Description of item Unit Quantity Bridge work |
| 4 | 12.37 a Upto 1.0 m below bed level M 9.0 b Beyond 1.0 m depth upto 5.0 m M 36.0 c Beyond 5.0 m depth M 45.0 |
| 5 | 12.1 I Ordinary soil (including back filling with approved material) (i) Depth up to 3.0 m. Cum. 15591.18 II Ordinary rock (not requiring blasting) (i) Depth upto 3 m Cum. 1382.4 (ii) 3 m to 6 m depth Cum. 2218.14 IV Hard rock (requiring blasting) Cum. 4639.72 |
| 6 | 12.2 a) upto 3 m depth 50% extra Cum. 1200.18 b) beyond 3 m to 6 m depth 75% extra (for rate) Cum. 2218.14 |
| 7 | 12.6 (i) With Batching Plant, (Pan Type or Twin Shaft type) Transit Mixer and Concrete Pump G RCC Grade M30 Cum 1409.93 |
| 8 | 12.33 FE 500D/FE 550/FE 550D 150 kg/cum MT 959.404 |
| 9 | 12.38 |
| 10 | 13.1 Concrete with plant (Drum Type) and placing 2.0 1 Height up to 5 m Cum 2043.79759137655 2 Height 5 to 10 m Cum 496.58 |
| 11 | 13.4 FE 500D/ FE 550/ FE 550D @150 Km/cum MT 811.397 |
| 12 | 13.8 (A) Granular Material Cum 1734.57 |
| 13 | 13.12 |
| 14 | 14.1 D RCC/PSC Grade M35 Concrete with plant (Drum Type) and placing (i) For Solid slab & voided slab Height 5 to 10 m Cum 893.05 (iv) For RCC/PSC I beam, i/c launching Cum 848.925 I For RCC Crash Barriers RCC M-40 2 Height 5 to 10 m Cum 222.53 |
| 15 | 14.4 (ii) FE 500D/ FE 550/ FE 550D MT 167.336 |
| 16 | 14.28 |
| 17 | 14.17 |
| 18 | 14.31 |
| 19 | 14.18 |
| 20 | 14.19 Approach work |
| 21 | 12.6 B For Retaining wall (Abutment-1 Side) Cum 8310.15 |
| 22 | 13.1 B PCC Grade M20 Concrete with plant (Drum Type) and placing Cum 56.64 G RCC Grade M30 2 Height 5 to 10 m Cum 4781.55 |
| 23 | 2.2 A In area of non-thorny jungle Hec 1.04 |
| 24 | 4.2 (i) For 53 mm maximum size Cum 2346.22 |
| 25 | 4.5 2.0 WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as perTechnical Specification Clause 405. For 7.50 m. Cum 485.58 |
| 26 | 5.5 a) Using Batch Mix Plant of appropriate capacity and Hydraustatic Paver finisher with Sensor. Cum 217.13 |
| 27 | 5.9 i) Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less than 75 tones/hour. . Sqm 4342.5 |
| 28 | 5.11 Case - II: Type B (Providing and laying of premix sand seal coat using HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm sieve and retained to 180 micron sieve) and penetration bitumen VG 30 of suitable grade all complete as per clause 511 of specification. Sqm 4342.5 |
| 29 | 10.13 PMGSY SOR |
| 30 | 10.12 PMGSY SOR a PMGSY Sign Board Each 2.0 b PMGSY Logo Board Each 2.0 |
| 31 | 8.4 iv) 60 cm equilateral triangle Each 4.0 viii) 60 cm circular Each 4.0 x) 80 cm x 60 cm rectangular Each 4.0 |
| 32 | 6.15 A NP-3 600 MM DIA Rm 40.0 HPC 1 × 1000 mm diameter Hume Pipe Culvert has been proposed as a balancing culvert to ensure adequate cross drainage and maintain natural flow conditions. 1 ROW HPC Cost 4.0 |
| 33 | 13.14 |
| 34 | 8.41 For Deck slab Each 210.0 General Manager MPRRDA, PIU-1 Dhar MPRRDA,PIU-01, DHAR Annex-III A Name of Roads & Length Included in Package Details for the Percentage (%) Rate Tender District :- Dhar PIU :- Dhar-1 Package No. :- MP11RBR22 No of Roads in Bridge :- 01 S.No. Block Name of the Road Length (in km) |
| 35 | Tirla Total Bridge Length 250.0 Amount of Bridge Cost 273549547.0 Amount of Maintenance Cost 2735495.0 Total Amount of PAC 276285042.0 Assitant Manager/Sub Engineer General Manager MPRRDA, PIU-1 Dhar MPRRDA, PIU-1 Dhar |
AI Tender Summary
Tender Timeline
Oct 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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