Tender For Construction & Upgradation Of Rural Roads/Cds/Bridges Under- Plan For The Reconstruction Of Damaged Bridges-2026
Tender Value
7.12 Crore
Estimated cost
Bid Submission
29 Aug 2026
6 days left
EMD
7.12 Lakhs
Bank guarantee accepted
Document Fee
23600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Shivpuri → 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- Plan For The Reconstruction Of Damaged Bridges-2026
BOQ
| Sl. No. | Item Description |
| 1 | Road/Bridge Work |
| 2 | Construction/Upgradation of Rural Road and CDs under Package No.MP40RBR02 (Offer Based on SSR issued by MP-PWD Road & Bridge work Effective from 11.04.2025.) as per detailed BOQ attached in Annex-II A. Please Enable Macros to View BoQ information MPRRDA,PIU- Shivpuri Annex-II A Bill of Quantity Details for the Percentage(%) Rate Tender Based on PWD SSR 11/04/2025 District :- Shivpuri PIU :- Shivpuri Package No. :- MP40RBR02 Sl. No. Block Name of the Bridge Length in Meter |
| 3 | Shivpuri Total Bridge Length 195.0 Amount of Construction Cost 70500000.0 Amount of Mantenance Cost 705000.0 Total Amount of PAC 71205000.0 Sl. No. SOR .no. Description of item Unit Quantity GURABAL AMOUNT -GURAWAL 2.2(A) Cleaning and Grubbing |
| 4 | 12.1 I Ordinary soil (including back filling with approved material) (i) Up to 3m depth Cum 1014.66 1014.66 79.0 80158.14 3 to 6m depth Cum 87.0 0.0 Up to 3m depth Cum 4462.95 4462.95 239.0 1066645.05 (ii) 3 to 6m Cum 2661.12 2661.12 251.0 667941.12 (iii) Above 6 m Cum 86.0 II) Ordinary rock (not requiring blasting) Cum 77.0 IV Hard rock ( blasting prohibited) Cum 1036.0 Dewatering |
| 5 | 12.2 (a) upto 3 m depth Cum 1014.2 1014.2 39.5 40060.9 3 to 6m depth Cum 65.25 0.0 Ordinary rock (not requiring blasting) upto 3 m depth Cum 4462.07 4462.07 119.5 533217.37 3 to 6m depth Cum 2661.12 2661.12 188.25 500955.84 |
| 6 | 12.5 Filling Annular Space Around Footing in Rock (Lean cementconcrete M15 nominal mix. Cum 475.74 475.74 4225.0 2010001.5 |
| 7 | 12.11 Providing steel liner 10 mm thick for curbs and6mm thick for steining of wells including fabricatingand setting out as per detailed drawing as persection 1200 & 1900. MT 84008.0 |
| 8 | 12.13 Bored cast-in-situ M35 grade R.C.C. pile excludingreinforcement complete as per drawing andtechnical specifications and removal of excavatedearth with all lifts and lead upto 1000 m. (Pilediameter-1000 mm)as per specification 1100, 1600and 1700. Rm 9984.0 |
| 9 | 12.14 Bored cast-in-situ M35 grade R.C.C. pile excludingreinforcement complete as per drawing andtechnical specifications and removal of excavatedearth with all lifts and lead upto 1000 m. (Pilediameter-1200 mm)as per specification 1100, 1600and 1700. Rm 12928.0 |
| 10 | 12.27 (a) Pile load test on single vertical pile in accordance with IS:2911(Part-IV) ton 1100.0 |
| 11 | 12.31 C Cement concrete for reinforced concrete in pilecap complete as per drawing and Technical Specification and as per relevant clauses of sections 1100, 1500 & 1700. Cum 5136.0 |
| 12 | 12.33 Supplying, fitting and placing un-coated HYSD barreinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600. (For FE 500) MT 119.1 119.1 67252.0 8009713.2 |
| 13 | 12.32 12.32 Levelling course for Pile cap PCC in M-15 below Pile cap as per drawing and as per section 1100 and 1700. Cum 4225.0 |
| 14 | 12.37 a) Upto 1.0 m below bed level M 14.0 14.0 2586.0 36204.0 b) Beyond 1.0 m depth upto 5.0 m M 56.0 56.0 2705.0 151480.0 c) Beyond 5.0 m depth M 112.0 112.0 2822.0 316064.0 |
| 15 | 13.1 G Height up to 5m Cum 5033.0 (2) Height 5 to 10 m Cum 1582.8 1582.8 5189.0 8213149.2 |
| 16 | 13.4 Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600. (For FE 500) MT 205.76 205.76 67395.0 13867195.2 |
| 17 | 13.7 Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications m 1615.24 1615.24 174.0 281051.76 |
| 18 | 13.8A Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78. Cum 415.88 415.88 771.0 320643.48 |
| 19 | 13.12 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all cum 574579.0 574579.0 0.88 505629.52 |
| 20 | 14.1C (i)2 RCC Grade M30 For Solid slab & voided slab Height 5 to 10 m Cum 1384.7 1384.7 5724.0 7926022.8 |
| 21 | 14.4 (i) |
| 22 | 14.5 Concrete M40 |
| 23 | 4.1 D I (a ) ii HSD bars reinforcement for RCC Crash Barrier |
| 24 | 14.11 Cement Concrete Wearing Course Providing and laying Cement concrete wearing coat 75 mm thick with M-30 grade concrete with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 19 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with static paver, spread, compacted and finished with power trowel in a continuous operation including provision of admixtures as approved, curing compound, finishing to lines and grades as per drawing but including cost of steel etc. including reinforcement, texuring with texuring brush complete as per drawing and Technical Specifications and as per relevant clauses ofsections 1500, 1700 and Clause 2702 of specifications.. Cum 113.5 113.5 10517.0 1193679.5 |
| 25 | 14.15 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications and as per relevant clauses of sections 1500,1600, 1700 and clause 2703 of specifications (as per MoST specification drawing SD/201 or SD/304) m 404.0 404.0 1999.0 807596.0 |
| 26 | 14.16 Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification and as per relevant clauses of section 1900 and 2700. m 3045.0 0.0 Drainage Spout |
| 27 | 14.17 M15 grade PCC below Approach Slab |
| 28 | 14.18 RCC in Approach Slab, including reinf |
| 29 | 14.19 |
| 30 | 14.24 (i) |
| 31 | 14.24 (ii) |
| 32 | 14.28 |
| 33 | 14.31 |
| 34 | 8.4 road sor 2025 viii) 60 cm circular Each 2.0 2.0 4178.0 8356.0 x) 80 cm x 60 cm rectangular Each 2.0 2.0 5500.0 11000.0 |
| 35 | SSR PMG SY 2024Item no 10.12 A |
| 36 | SSR PMG SY 2024Item no 10.13 |
| 37 | 14.33 |
| 38 | 8.41 road sor 2025 |
| 39 | 14.21 |
| 40 | 14.22 |
| 41 | 2.3(i) (B) road sor 2025 |
| 42 | 2.3 ix (C) |
| 43 | 2.5 road sor 2025 3.3 Excavation |
| 44 | 4.16 A |
| 45 | 4.1 A |
| 46 | 4.3 A |
| 47 | 5.1 (a) |
| 48 | 5.4 (ii) @ 0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer) Sqm 907.0 907.0 20.0 18140.0 |
| 49 | 5.9 (i) Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8- 10 tonne capacity, finished to required level and grades all complete as per clause 510 of specification. Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less Sqm 907.0 907.0 121.0 109747.0 |
| 50 | 5.11(ii) Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats all complete as per clause 511 of specification. Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. all complete as per clause 511 of specification. Sqm 907.0 907.0 50.0 45350.0 |
| 51 | 12.1 I Ordinary soil (including back filling with approved material) (i) Up to 3m depth Cum 206.0 206.0 79.0 16274.0 |
| 52 | 12.6 Providing and laying Plain/Reinforced cement concrete inopen foundation including form work shuttering etc.complete as per drawing and technical specifications and asper relevant clauses of sections 1500, 1700 & 2100 with. Cum 916.07 916.07 4731.0 4333927.17 |
| 53 | 16.4 A |
| 54 | 13.9 70500000.83 General Manager MPRRDA PIU,SHIVPURI 0.83 |
AI Tender Summary
Tender Timeline
Aug 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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