Tender For Construction Of Bridge Under (Reconstruction Of Damaged Bridge Scheme -1634)
Tender Value
2.63 Crore
Estimated cost
Bid Submission
14 Oct 2026
1 days left
EMD
2.63 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Harda → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Bridge Under (Reconstruction Of Damaged Bridge Scheme -1634)
BOQ
| Sl. No. | Item Description |
| 1 | Road/Bridge Work |
| 2 | Construction & Upgradation of Rural Roads/CDs/Bridges Under Package No. MP15RBR03 (Offer Based on SSR issued by MPPWD SSR Effective from 11-04-2025) as per detailed BOQ attached in Annex-II A, III A MPRRDA PIU HARDA BILL of Quantity Details for the Percentage Rate Tender Based on SSR MPPWD Road & Bridge 11-04-2025 District - Harda PIU -Harda Package No MP15RBR03 No. of Bridge in This Package -01 Sno Block Bridge Name Length in M In Rs |
| 3 | Harda Amount of Construction Cost 26133540.0 Amount of Maintenance Cost 261335.0 Total Amount Of PAC 26394875.0 Sno SOR No SOR Sub Item No Item of work Unit Qty. Rate amount |
| 4 | 2.2 A in area of non-thorny jungle Hectare 0.15 29409.0 4411.0 |
| 5 | 4.1 (ii) for grading- II Material m3 165.06 1114.0 183877.0 |
| 6 | 4.16 A Hard Shoulders (CBR value >12) m3 117.45 398.0 46745.0 |
| 7 | 8.4 (iv) 80 cm x 60 cm rectangular Each 4.0 5500.0 22000.0 |
| 8 | 9.2 B 1000 mm dia m 7.5 13261.0 99458.0 |
| 9 | 9.3 B 1000 mm dia m 15.0 13621.0 204315.0 |
| 10 | 12.1 A Ordinary soil (including back filling with approved material) B Mechanical Means i) upto 3 m depth m3 5606.44 79.0 442909.0 (ii) 3 to 6m m3 1302.41 87.0 113310.0 |
| 11 | 12.2 (a) upto 3 m depth m3 3176.72 39.5 125480.0 (b) beyond 3 to 6 m depth m3 976.8 65.25 63736.0 |
| 12 | 12.6 (i) Concrete with plant (Drum Type) and placing A PCC Grade M15 m3 247.22 3925.0 970339.0 E RCC Grade M25 m3 217.29 4648.0 1009964.0 G RCC Grade M30 m3 14.5 4731.0 68600.0 (i) With Batching Plant, (Pan Type or Twin Shaft type) Transit Mixer and Concrete Pump A PCC Grade M15 m3 E RCC Grade M25 m3 (i) With Batching Plant, (Pan Type or Twin Shaft type) Transit Mixer and Concrete Pump G RCC Grade M30 m3 245.8 5231.0 1285780.0 |
| 13 | 12.32 |
| 14 | 12.33 |
| 15 | 12.37 a) Upto 1.0 m below bed level m 4.0 2586.0 10344.0 b) Beyond 1.0 m depth upto 5.0 m m 16.0 2705.0 43280.0 c) Beyond 5.0 m depth m 100.0 2822.0 282200.0 |
| 16 | 13.1 F RCC Grade M25 Concrete with plant (Drum Type) and placing 1.0 Height up to 5 m m3 43.31 5033.0 217979.0 G RCC Grade M30 Concrete with plant (Drum Type) and placing 1.0 Height up to 5 m m3 33.12 5533.0 183253.0 2.0 Height 5 to 10 m m3 With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and Concrete Pump F RCC Grade M25 1.0 Height up to 5 m m3 With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and Concrete Pump G RCC Grade M30 1.0 Height up to 5 m m3 752.63 5533.0 4164302.0 2.0 Height 5 to 10 m m3 |
| 17 | 13.8 A Granular material cum 226.76 771.0 174832.0 |
| 18 | 13.12 |
| 19 | 13.16 |
| 20 | 14.1 C RCC Grade M30 Concrete with plant (Drum Type) and placing (i) For Solid slab 1.0 Height up to 5 m m3 15.03 5475.0 82289.0 2.0 Height 5 to 10 m m3 c) RCC Grade M30 With Batching Plant (Pan Type or Twin Type Shaft type), Transit Mixer and Concrete Pump (i) For Solid slab & voided slab 1.0 Height up to 5 m m3 42.55 6275.0 267001.0 2.0 Height 5 to 10 m m3 |
| 21 | 14.11 |
| 22 | 14.16 |
| 23 | 14.17 |
| 24 | 14.18 |
| 25 | 14.19 |
| 26 | 14.24 i) Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. m 25.2 3675.0 92610.0 ii) Providing & fixing 20 mm thick & 25cm deep compressible fibre board in expansion joint complete as per drawing & Technical Specification and as per relevant clauses of section 2600. sqm 252.0 405.0 102060.0 iii) Providing and fixing in position 20 mm thick & 300mm deep premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications and as per relevant clauses of section 2600. m 25.2 152.0 3830.0 iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight and as per relevant clauses of section 2600. m 25.2 34.0 857.0 14.28 Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 80 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. 1. The extrusion section shall be truly monolithic, and no welding shall be allowed in the section. 2. The minimum height of the extrusion shall be 80 mm, and the total cross-sectional area of the extrusions, including the seal holding lip, shall be at least 1500 mm². 3. The minimum thickness of the seal-holding lip shall be 6 mm. However, the thickness of the extrusion throughout the section shall not be less than 10 mm. 4. The total cross-sectional area of the anchor loop or headed shear studs on each side of the joint shall not be less than 1600 mm² per meter length of the joint. The center-to-center spacing shall not exceed 250 mm for loop anchors and 150 mm for headed shear studs. The thickness of the anchor plate shall be at least 0.7 times the diameter of the anchor loop or 12 mm, whichever is greater. 5. The steel for edge beams shall conform to any of the following m 14.31 Testing of span of bridge for deflection due to live load with platforms for loading arrangements apparatus for measurement including unloading etc. complete as per approved drawing. T |
| 27 | 14.33 |
| 28 | 16.1 A Boulder laid dry without wire crates m3 704.41 1521.0 1071408.0 |
| 29 | 16.4 A Stone/Boulder m3 107.0 2351.0 251557.0 |
| 30 | 16.7 C Cement concrete Grade M15 m3 232.51 5651.0 1313914.0 |
| 31 | 16.9 B Cement concrete Grade M15 m3 314.19 5651.0 1775488.0 |
| 32 | SSR PMGSY 2024 Item no 12.14 P/37 |
| 33 | SSR PMGSY 2024 Item no 1.6 A Reference benchmark/working benchmark (As per drawing annex-I) Each 4.0 1103.0 4412.0 B Reference piller (As per drawing annex-I) Each 3.0 642.0 1926.0 |
| 34 | SSR PMGSY 2024 Item no 10.12A |
| 35 | SSR PMGSY 2024 Item no 10.13 |
| 36 | SSR PMGSY 2024 Item no 10.12B |
| 37 | SSR PMGSY 2024 Item no 10.16 Total 26133543.0 SEMPRRDA PIU Harda AMMPRRDAPIU HARDA GMMPRRDAPIU HARDA MPRRDA,PIU,HARDA Annex-III A Name of Roads & Length Included in Package Details for the Item Rate/Maintenance Tender District - Harda PIU-Harda Package No MP15RBR03 No of Bridge in Package :- 01 S.No. Block Name of the Bridge Length (in Meter) |
| 38 | Harda Total Proposed Bridge Length (in Meter) 45.86 Amount of Construction Cost 26133540.0 Amount of Mantenance Cost 261335.0 Total Amount of PAC 26394875.0 Assitant Manager/Subengineer MPRRDA, PIU Harda General Manager MPRRDA, PIU Harda Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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