Tender For Construction & Upgradation Of Bridges Under Pmgsy-Iii Including Maintenance For Five Year After Construction
Tender Value
2.98 Crore
Estimated cost
Bid Submission
29 Aug 2026
15 days left
EMD
2.98 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
Vidisha → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction & Upgradation Of Bridges Under Pmgsy-Iii Including Maintenance For Five Year After Construction
BOQ
| Sl. No. | Item Description |
| 1 | Road Work |
| 2 | Construction/Upgradation of Rural Road Bridges under Package No. MP45RBR03 (Offer Based on MP-PWD SOR 11.04.2025 as per detailed BOQ attached in Annex-II A. Please Enable Macros to View BoQ information MPRRDA,PIU Vidisha Annex-II A Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR - MP-PWD SOR 11.04.2025 District : Vidisha PIU : Vidisha Package No. :- MP45RBR03 No. of Bridge in Package : 01 Sl. No. Block Name of the Bridge Length in m |
| 3 | Sironj Total 50.0 Amount of Construction Cost 29578000.0 Amount of Maintenance Cost 296000.0 Total Amount of PAC 29874000.0 Sl. No. SSR Item No. Description of item Unit Quantity Rate Amount |
| 4 | Reconstruction of structure (A) Dismantling 2.3 Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete,wood, steel, including T&P and scaffolding wherever necessary,sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead up to 1000 meters. (i) B Cement concrete grade M-15& M-20 Cum 722.351 453636.114 (ix) C Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. C) Above 900mm dia M 75.0 39900.0 |
| 5 | (B) Foundation 12.37 Taking Exploratory boring 100mm dia at the location of piers and abutment or for high embankments in approaches in all type of strata as per IRC -78 -1983 and section 2400 of specifications. a) upto 1.0 m below bed level M 5.0 12930.0 b) Beyond 1.0 m depth upto 5.0 m M 20.0 54100.0 c) Beyond 5.0 m depth M 30.0 84660.0 |
| 6 | 12.1 I Ordinary Soil (including back filling with approved material) (i) Soil , depth 0.0 to 3.0 m Cum 1600.07 126405.53 (II) Ordinary rock ( Not Requiring blasting) (i) Depth upto 3.0 m Cum 1006.62 240582.18 (ii) 3.0 to 6.0m Depth Cum 849.892 213322.807 |
| 7 | 12.2 a) 50% extra (Upto 3.0m) (Ordinary Rock Portion) 120291.09 b) 75% extra (beyond 3.0m to 6.0m depth) 159992.105 |
| 8 | 12.3 Levelling Course Cum 131.63 556134.638 |
| 9 | 12.6 A PCC Grade M15 (For Toe Wall) Cum 12.32 48356.0 B PCC Grade M20 Cum 371.7 1517651.1 G RCC Grade M30 Cum 525.2 2484721.2 |
| 10 | 12.33 |
| 11 | (C) Sub Structure 13.1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications B PCC M-20 Cum 394.653 1734499.935 G RCC Grade M30 (Ht. 5-10M) Cum 488.865 2536718.306 |
| 12 | 13.16 |
| 13 | (D) Super Structure 14.1 Finishing and placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in C RCC Grade M30 Cum 339.16 1941328.944 |
| 14 | 14.11 |
| 15 | 14.16 |
| 16 | 14.18 |
| 17 | 14.19 |
| 18 | 14.24 ii Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Sqm 74.797 30292.689 iii Providing and fixing in position 20 mm thick 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. RM 67.2 10214.4 iv Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6% bitumen by weight and as per releveant clauses of section 2600 RM 67.2 2284.8 |
| 19 | 14.31 |
| 20 | 14.33 |
| 21 | 14.37 |
| 22 | (E) Protection Works (Toe Wall) 16.4 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as per relevant clauses of section 2500.Stone Boulder Cum 59.086 138910.246 |
| 23 | E (i) Protection Works (Metal Beam Crash Barrier) 8.17 A Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, however 5 spaces of 600mm each between vertical post and 5 spaces of 900mm each between vertical post will be kept adjacent to RCC parapet/ concrete crash barrier in accordance to figure 9.14 of the IRC-SP: 73-2018, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) and treatment for metal beam cresh barrier on approach shall be modified eccentric loader terminal arrangement as shown in figure 9.12 of IRC- SP : 73-2018 End portion of metal beam crash barrier shall be flared outside by 1.25 mtr. Distance in last section of 8 mtr.Length. Departure side it shall be trailing terminal (TT) arrangement as shown in figure 9.13 of the IRC SP-73-2018. End portion of metal beam crash barrier shall be flared outside by 0.35 mtr. Distance in last section of 8 mtr. Length RM 80.0 309040.0 |
| 24 | (F) Diversion 3.13 Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. Cum 210.0 62580.0 |
| 25 | (G) PIPE FOR DIVERSION 9.1 PCC M-15 in Foundation Plain cement concrete M-15 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409. Cum 3.225 13625.625 |
| 26 | (H) Approach Road 3.13 Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.(Avg. height is taken) Cum 2205.0 657090.0 |
| 27 | (I) Information Board (MPRRDA SSR effective from 01-01-2024 10.12 (A) Providing and Fixing 'PMGSY Sign board' and 'Logo' of PMGSY ProjectPMGSY Sign Board Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 1.0 14180.0 |
| 28 | 10.13 |
| 29 | 8.3 message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on MS sign post of size 75mm x75mm x 6mm of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. & supported with a back-support frame of 25mmx25mmx3mm angle. 7 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture brand like 3M/Avery Dennison/ Orafol Make as per clause 6.9 of IRC: 67:2022 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2022 for the product offered shall be submitted by the contractor. Note: - Manufacture name and date of manufacture is to be printed(Embossed) at the backside of the board. ix 80 cm x 75 cm rectangular Each 2.0 13378.0 Total Construction Cost without GST 29578109.952 Say Rs. (in lacs) 295.78 i/c GST 349.02 Assistant Manager General Manager MPRRDA, PIU-Vidisha MPRRDA, PIU-Vidisha District- Vidisha PIU- Vidisha District : Vidisha PIU : Vidisha Package No. :- MP45RBR03 Construction of Bridge at Ch. 8+000 on Kasbatal to Bamori Shala S.NO. Year Conastruction Cost Maintenance cost @ 1% of total Cost Cost (Rs.)i/c GST |
| 30 | Maintenance of road for First Year |
| 31 | Maintenance of road for Second Year |
| 32 | Maintenance of road for Third Year |
| 33 | Maintenance of road for Fourth Year |
| 34 | Maintenance of road for Fifth Year Total of Maintenance work Rs :- - 2.96 Assistant Manager General Manager MPRRDA, PIU-Vidisha MPRRDA, PIU-Vidisha |
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 · 15 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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