Tender For Construction & Upgradation Of Rural Roads/Cds/Bridges Under- Plan For The Reconstruction Of Damaged Bridges-2026
Tender Value
7.71 Crore
Estimated cost
Bid Submission
29 Aug 2026
5 days left
EMD
7.71 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.MP40RBR03(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. :- MP40RBR03 Sl. No. Block Name of the Bridge Length in Meter |
| 3 | Badarwas |
| 4 | Khaniyadhana Total Bridge Length 243.0 Amount of Construction Cost 76404000.0 Amount of Mantenance Cost 764000.0 Total Amount of PAC 77168000.0 Sl. No. SOR .no. Description of item Unit Quantity Tmaki pahada AMOUNT -Tamki AMOUNT-pahada |
| 5 | 2.2(A) Cleaning and Grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevent clauses of section 200. Hect 0.05 0.05 29409.0 1470.45 |
| 6 | 12.1 I Ordinary soil (including back filling with approved material) AMOUNT-KUMRAUA (i) Up to 3m depth Cum 9394.44 1299.55 8094.89 2551.2 79.0 102664.45 639496.31 201544.8 3 to 6m depth Cum 461.44 87.0 0.0 40145.28 Up to 3m depth Cum 916.8 916.8 922.88 239.0 219115.2 0.0 220568.32 (ii) 3 to 6m Cum 1229.76 1229.76 461.44 251.0 308669.76 115821.44 (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 |
| 7 | 12.2 (a) upto 3 m depth Cum 9394.44 1299.55 8094.89 2551.2 39.5 51332.23 319748.155 100772.4 3 to 6m depth Cum 461.44 65.25 0.0 30108.96 Ordinary rock (not requiring blasting) 0.0 upto 3 m depth Cum 916.8 916.8 922.88 119.5 109557.6 110284.16 3 to 6m depth Cum 1229.76 1229.76 461.44 188.25 231502.32 86866.08 |
| 8 | 12.5 Filling Annular Space Around Footing in Rock (Lean cementconcrete M15 nominal mix. cum 270.82 270.82 250.09 4225.0 1144214.5 1056630.25 |
| 9 | 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 148.22 71.33 76.89 60.39 67252.0 4797085.16 5171006.28 4061348.28 |
| 10 | 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 0.0 |
| 11 | 12.37 a) Upto 1.0 m below bed level M 30.0 8.0 22.0 6.0 2586.0 20688.0 56892.0 15516.0 b) Beyond 1.0 m depth upto 5.0 m M 120.0 32.0 88.0 24.0 2705.0 86560.0 238040.0 64920.0 c) Beyond 5.0 m depth M 276.0 56.0 220.0 30.0 2822.0 158032.0 620840.0 84660.0 |
| 12 | 13.1 G Height up to 5m Cum 567.87 567.87 5033.0 2858089.71 (2) Height 5 to 10 m Cum 380.99 380.99 632.45 5189.0 1976957.11 3281783.05 |
| 13 | 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 107.75 49.53 58.22 82.22 67395.0 3338074.35 3923736.9 5541216.9 |
| 14 | 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 359.6 115.4 244.2 177.7 174.0 20079.6 42490.8 30919.8 |
| 15 | 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 692.29 361.12 331.17 477.52 771.0 278423.52 255332.07 368167.92 |
| 16 | 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 Cucm 309389.0 309389.0 220992.0 0.88 272262.32 194472.96 |
| 17 | 14.1C (i)2 RCC Grade M30 0.0 For Solid slab & voided slab 0.0 Height 5 to 10 m Cum 1399.59 761.36 638.23 543.83 5724.0 4358024.64 3653228.52 3112882.92 |
| 18 | 14.4 (i) |
| 19 | 14.11 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 of sections 1500, 1700 and Clause 2702 of specifications.. Cum 149.06 63.02 86.04 46.15 10517.0 662781.34 904882.68 485359.55 |
| 20 | 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 513.12 224.08 289.04 164.08 3045.0 682323.6 880126.8 499623.6 Drainage Spout 0.0 |
| 21 | 14.17 M15 grade PCC below Approach Slab 0.0 |
| 22 | 14.18 RCC in Approach Slab, including reinf 0.0 |
| 23 | 14.19 |
| 24 | 14.24 (i) |
| 25 | 14.24 (ii) |
| 26 | 14.28 |
| 27 | 14.31 |
| 28 | 8.4 road sor 2025 viii) 60 cm circular Each 4.0 2.0 2.0 2.0 4178.0 8356.0 8356.0 8356.0 x) 80 cm x 60 cm rectangular Each 4.0 2.0 2.0 2.0 5500.0 11000.0 11000.0 11000.0 |
| 29 | SSR PMG SY 2024Item no 10.12 A |
| 30 | SSR PMG SY 2024Item no 10.13 |
| 31 | 14.33 |
| 32 | 8.41 road sor 2025 |
| 33 | 14.21 |
| 34 | 14.22 |
| 35 | 2.3(i) (B) road sor 2025 |
| 36 | 2.3 ix (C) |
| 37 | 2.5 road sor 2025 3.3 Excavation 0.0 0.0 0.0 |
| 38 | 4.16 A |
| 39 | 4.1 A |
| 40 | 4.3 A |
| 41 | 5.1 (a) |
| 42 | 5.4 (ii) @ 0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer) Sqm 1256.0 874.0 382.0 906.0 20.0 17480.0 7640.0 18120.0 |
| 43 | 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. 0.0 Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less Sqm 1256.0 874.0 382.0 906.0 121.0 105754.0 46222.0 109626.0 |
| 44 | 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. 0.0 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 1256.0 874.0 382.0 906.0 50.0 43700.0 19100.0 45300.0 |
| 45 | 12.1 I Ordinary soil (including back filling with approved material) 0.0 (i) Up to 3m depth Cum 550.0 424.0 126.0 499.0 79.0 33496.0 9954.0 39421.0 |
| 46 | 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 1366.18 528.34 837.84 464.5 4731.0 2499576.54 3963821.04 2197549.5 |
| 47 | 12.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500, 1700 & 2100. Cum 510.35 510.35 4110.0 2097538.5 |
| 48 | 16.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per relevant clauses of section 2503 |
| 49 | 16.4 A |
| 50 | 16.1 Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Cum 1607.2 1607.2 2449.0 3936032.8 |
| 51 | 13.9 33776048.53 42627952.57 32757847.38 General Manager MPRRDA PIU,SHIVPURI 76404001.1 76404001.1 -1.1 |
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 · 5 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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