Tender For Construction Of Bridge Under (Reconstruction Of Damaged Bridge Scheme-1634)
Tender Value
7.84 Crore
Estimated cost
Bid Submission
05 Nov 2026
13 days left
EMD
7.84 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
Guna → 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/Upgra dation of Rural Road and CDs under Package No.MP13RBR04 (Offer Based on SSR issued by PWD Effective from 11-04-2025.) as per detailed BOQ attached in Annex-II A. Please Enable Macros to View BoQ information MPRRDA,PIU Guna Annex-II A Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR 11-04-2025 District :- Guna PIU :-Guna Package No. :- MP13RBR04 Sl.No. Block Name of the Bridge Length in mtr |
| 3 | Chachoda Total Total Road Length Amount of Construction Cost 77706099.0 Amount of Mantenance Cost 777060.99 Total Amount of PAC 78483159.99 Sl. No. SOR .no. Description of item Unit Quantity |
| 4 | A-12 Excavation |
| 5 | 12.1 |
| 6 | I (i) Up to 3m depth Cum 5281.65 (ii) 3 to 6m depth Cum 0.0 (iii) Above 6 m Cum 0.0 II Ordinary rock (not requiring blasting) (i) Up to 3m depth Cum 0.0 (ii) 3 to 6m depth Cum 410.7 III rock (requiring blasting) Cum 739.02 Dewatering |
| 7 | 12.2 (a) Upto 3 m depth Cum 5281.65 (b) 3 to 6 m depth Cum 0.0 (c) above 6 m depth Cum 0.0 (II) Ordinary rock (not requiring blasting) (a) upto 3 m depth Cum 0.0 (b) 3 to 6m depth Cum 410.7 III rock (requiring blasting) Cum 739.02 12.11 MS Liner for Piles |
| 8 | 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 143.7 |
| 9 | 12.27 (a) Pile load test on single vertical pile in accordance with IS:2911(Part-IV) a) By using kentiledge method as per IS 2911 part 4 clause No 7.1.3 (a) ton 1205.0 |
| 10 | 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 178.36 |
| 11 | 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 495.25 |
| 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) ton 96.28 M15 grade PCC below foundation |
| 13 | 12.5 Filling Annular Space Around Footing in Rock (Lean cement concrete M15 nominal mix. Cum 281.67 |
| 14 | 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 10.75 |
| 15 | 12.37 a) Upto 1.0 m below bed level M 8.0 b) Beyond 1.0 m depth upto 5.0 m M 32.0 c) Beyond 5.0 m depth M 88.0 B-13 SUBSTRUCTURE Reinforced Cement Concrete in substructure - M30 |
| 16 | 13.1 G G RCC Grade M30 (i) Height up to 5 m Cum 0.0 (3) Height 10 to 15 m Cum 2650.04 RCC M-30 Concrete Pedestal Cum HSD bars reinforcements in substructure |
| 17 | 13.4 Weap Holes |
| 18 | 13.7 Back Filling Behind abutment |
| 19 | 13.8 (A) Elastomeric Bearing |
| 20 | 13.12 C-14 SUPERSTRUCTURE Reinforced Cement Concrete in S.Structure - M30 |
| 21 | 14.1C(ii)3 Cement concrete for RCC 'I' girder superstructure complete as per drawing and technical specification clause 1500 1700, 2300. Cum 240.12 For Cost in situ RCC T-beam & slab Height 10 to 15m HYSD bar reinforcement in superstructure |
| 22 | 14.5 RCC Crash Barrier |
| 23 | 4.1 D I (a ) ii Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). Cum 0.0 |
| 24 | 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications. MT 0.0 Cement Concrete Wearing Course |
| 25 | 14.11 RCC railing of M30 Grade |
| 26 | 14.15 Drainage Spout |
| 27 | 14.17 M15 grade PCC below Approach Slab |
| 28 | 14.18 RCC M-30 in Approach Slab, including reinf |
| 29 | 14.19 Strip seal type expansion joint |
| 30 | 14.28 Compression Seal joint |
| 31 | 14.27 Testing of span of bridge |
| 32 | 14.31 |
| 33 | 8.16 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 sqm 0.0 Cement Concrete Blocks Of Size 0.3x0.3x0.3 m Cast In Cement Concrete Of Grade M15 |
| 34 | 16.4 (B) Filter Media |
| 35 | 16.5 Embankment Earthwork |
| 36 | 3.13 road sor 2025 Traffic Sign Boards |
| 37 | 8.4 road sor 2025 viii) 60 cm circular Each 2.0 x) 80 cm x 60 cm rectangular Each 2.0 PMGSY Information Board |
| 38 | SSR PMG SY 2019Item no 10.12 A PMGSY Citizen Information Board |
| 39 | SSR PMG SY 2019Item no 10.13 Marble Plate |
| 40 | 14.33 Painting on Concrete Surfaces |
| 41 | 8.41 road sor 2025 Painting on Concrete Surfaces of R.C.C. Railing |
| 42 | 14.21 |
| 43 | 8.24 Dismantling of existing structure |
| 44 | 2.3(i) (B) road sor 2025 2.3 ix © road sor 2025 Removing all type of hume pipes and stacking within a leadupto 1000 meters including earthwork and dismantling ofmasonry works around pipes.(Up to 1000 mm dia) m 0.0 2.5 road sor 2025 Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials lead upto 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Cum 0.0 pwdmp sor Electical pole AND DP shifting pwdmp sor 35.1 Dismantling of existing overhead ACSR, AAAC, GI, conductor and making site clear (Assumed span of 40 metres). Sqm 160.0 pwdmp sor 35.9 Dismantling of existing steel pole/RS Joist with bracket clamp/stay from cement concrete foundation, refilling pit to ground level and transporting to required destination. Sqm 3.0 pwdmp sor 42.18 Erection of RS Joist/steel tubular/steel rail pole (length 7m to 10m) in cement concrete 1:3:6 foundation, muffing including excavation and back refilling. Sqm 7.0 pwdmp sor 42.114 Dismantling of existing H-Beam/RS Joist/PCC/Rail pole including accessories such as cross arms, top clamp, V-cross arms, strut, stay & conductor/cable/guarding span complete. Sqm 2.0 APPROACH ROAD BRIDGE Ref. Of C.S.R. Description Unit Quantity |
| 45 | 3.3 Excavation in PAINCHI MURELA Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. Cum 429.0 Excavation in PAGDI Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. Cum 544.0 Construction of embankment |
| 46 | 3.13 Shoulders |
| 47 | 4.16-A Construction of granular sub-base |
| 48 | 4.1 A Wet Mix Macadam |
| 49 | 4.3 A Prime Coat Over WMM/WBM |
| 50 | 5.1(a) Tack Coat |
| 51 | 5.4(ii) @ 0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer) Sqm 941.0 Bituminous Macadam |
| 52 | 5.5 a), i) a) Using Batch Mix Plant of appropriate capacity and Hydrostatic Paver finisher with Sensor.(i) for Grading I (40 mm nominal size) bitumen content 3.4% with bitumen 60/70 (VG 30) — cum Sqm 47.0 Open - Graded Premix Surfacing |
| 53 | 5.9(i) Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less Sqm 941.0 Seal Coat |
| 54 | 5.11(ii) 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 941.0 PROTECTION WORK Excavation |
| 55 | 12.1 I Ordinary soil (including back filling with approved material) (i) Up to 3m depth Cum 348.0 M15 grade PCC below foundation |
| 56 | 12.6 Pitching on slopes |
| 57 | 16.4 A Filter Media |
| 58 | 13.9 AM/SE General Manager MPRRDA,PIU Guna MPRRDA,PIU Guna |
AI Tender Summary
Tender Timeline
Oct 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender