Tender For Construction Of Bridge On Package No. Mp19rbr02 (Cosntruction Of Submersible Bridge On Thandla Khawasa Road To Khokar Khadan Chainage-2450 M.)
Tender Value
5.24 Crore
Estimated cost
Bid Submission
29 Aug 2026
5 days left
EMD
5.24 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
Jhabua → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Bridge On Package No. Mp19rbr02 (Cosntruction Of Submersible Bridge On Thandla Khawasa Road To Khokar Khadan Chainage-2450 M.)
BOQ
| Sl. No. | Item Description |
| 1 | Road/Bridge Work |
| 2 | Cosntruction of Submersible Bridge on Thandla Khawasa road to Khokar khadan Chainage-2450 m. Under Package No.MP19RBR02 (Offer Based on SSR issued by MP PWD Bridge & Road work Effective from 11.04.2025 ) as per detailed BOQ attached in Annex-II A. MPRRDA,PIU-JHABUA Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR -11.04.2025 (MP PWD Bridge and Road Work) District :-Jhabua PIU :- Jhabua Package No. :- MP19RBR02 Sr. No. Block Name of Bridge Length of Bridge in Meter SOR |
| 3 | Thandla Total of Bridge Length 120.0 Amount of Construction Cost 51884999.0 Amount of Mantenance Cost 518850.0 Total Cost With Maintenance 52403849.0 Sr. No. CSR Item No. Description of item Qty Unit Rate(Rs.) Amount(Rs.) |
| 4 | 12.37 a Upto 1.0 m below bed level 8.0 M 2586.0 20688.0 20688.0 0.0 b Beyond 1.0 m depth upto 5.0 m 32.0 M 2705.0 86560.0 86560.0 0.0 c Beyond 5.0 m depth 64.0 M 2822.0 180608.0 180608.0 0.0 |
| 5 | 12.1 I Ordinary soil (including back filling with approved material) 2246.04 Cum. 79.0 177437.0 177437.0 0.0 II Ordinary rock (not requiring blasting) 772.99 Cum. 239.0 184745.0 184745.0 0.0 (ii) 3 m to 6 m depth 1159.49 Cum. 251.0 291032.0 291031.0 -1.0 IV Hard rock (blasting Prohibited) 691.13 Cum. 1030.0 711864.0 711866.0 2.0 |
| 6 | 12.2 a) upto 3 m depth 50% extra 1159.49 Cum. 125.5 145516.0 145516.0 0.0 b) beyond 3 m to 6 m depth 75% extra (for rate) 691.13 Cum. 772.5 533898.0 533900.0 2.0 |
| 7 | 12.6 i) Concrete with plant (Drum Type) and placing 0.0 0.0 0.0 G RCC Grade M30 660.26 Cum 4731.0 3123690.0 3123695.0 5.0 |
| 8 | 12.33 FE 500D/FE 550/FE 550D 140 kg/cum 93.38 MT 68252.0 6373372.0 6373340.0 -32.0 |
| 9 | 2.3 (i) B Cement Concrete Grade M-15 & M-20 2330.4 Cum 628.0 1463491.0 1463491.0 0.0 c Prestressed / Reinforced cement concrete grade M-25 & above 3436.8 Cum 1616.0 5553869.0 5553869.0 0.0 |
| 10 | 12.38 |
| 11 | 13.1 Concrete with plant (Drum Type) and placing 0.0 0.0 0.0 GI 1 Height up to 5 m 395.34 Cum 5033.0 1989746.0 1989743.0 -3.0 GII 2 Height 5 to 10 m 227.03 Cum 5189.0 1178059.0 1178042.0 -17.0 |
| 12 | 13.4 FE 500D/ FE 550/ FE 550D @150 Km/cum 95.621 MT 68395.0 6539998.0 6539994.0 -4.0 |
| 13 | 13.12 |
| 14 | 14.1 RCC Grade M 30 0.0 0.0 0.0 Concrete with plant (Drum Type) and placing 0.0 0.0 0.0 (II) For Solid slab & voided slab 904.536 Cum 5724.0 5177564.0 5177564.0 0.0 |
| 15 | 14.16 |
| 16 | 14.4 (ii) FE 500D/ FE 550/ FE 550D 126.635 MT 68538.0 8679310.0 8679312.0 2.0 |
| 17 | 14.28 |
| 18 | 14.11 |
| 19 | 14.17 |
| 20 | 14.31 |
| 21 | 14.18 |
| 22 | 14.19 approach slab 17.64 Cum 6672.0 117694.0 117694.0 0.0 |
| 23 | 12.6 Concrete with plant (Drum Type) and placing 0.0 0.0 0.0 B PCC M-20 For toe wall foundation 47.16 Cum 4083.0 192554.0 192554.0 0.0 |
| 24 | 13.1 B PCC Grade M20 113.28 Cum 4395.0 497866.0 497866.0 0.0 |
| 25 | 2.2 A In area of non-thorny jungle 0.18 Hec 29409.0 5294.0 5404.0 110.0 |
| 26 | 3.14 Resues Structure Excavated material 30% reuse 1172.02 Cum 60.0 70321.0 70321.0 0.0 |
| 27 | 4.2 (i) For 53 mm maximum size 182.25 Cum 1186.0 216149.0 216149.0 0.0 |
| 28 | 10.13 PMGSY SOR |
| 29 | 10.12 PMGSY SOR a PMGSY Sign Board 1.0 Each 10343.0 10343.0 10343.0 0.0 b PMGSY Logo Board 1.0 Each 4366.0 4366.0 4366.0 0.0 |
| 30 | 8.4 iv) 60 cm equilateral triangle 2.0 Each 3827.0 7654.0 7654.0 0.0 viii) 60 cm circular 2.0 Each 4178.0 8356.0 8356.0 0.0 x) 80 cm x 60 cm rectangular 2.0 Each 5500.0 11000.0 11000.0 0.0 |
| 31 | 6.15 A NP-3 600 MM DIA 20.0 Rm 4250.0 85000.0 85000.0 0.0 Total Cost of Structure 51884999.0 51884221.0 -778.0 518.84221 519.0 -0.00778000000002521 Sub Engineer Assistant Manager General Manager MPRRDA PIU Jhabua MPRRDA PIU Jhabua MPRRDA PIU Jhabua MPRRDA,PIU-JHABUA Annex-III A Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR -11.04.2025 (MP PWD Bridge and Road Work) District :-Jhabua PIU :- Jhabua Package No. :- MP19RBR02 Sr. No. Block Name of the Bridge Length meter |
| 32 | Thandla Total of Bridge Length 120.0 Amount of Construction Cost 51884999.0 Amount of Maintenance Cost 518850.0 Total Cost With Maintenance 52403849.0 Geneeral Manager MPRRDA,PIU JHABUA Please Enable Macros to View BoQ information |
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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