Tender For Construction & Upgradation Of Rural Roads/Cds/Bridges Under Damage Bridge
Tender Value
5.68 Crore
Estimated cost
Bid Submission
02 Nov 2026
16 days left
EMD
5.68 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
Betul → 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 Damage Bridge
BOQ
| Sl. No. | Item Description |
| 1 | Road/Bridge Work |
| 2 | Submersible Bridge Under Package No. MP03RBR07 (Offer Based on PWD SOR Effective from 11.04.2025) as per detailed BOQ attached in Annex-II A. Please Enable Macros to View BoQ information Annex-II A MPRRDA, PIU-1, Betul Bill of Quantity Details for the Percentage (%) Rate Tender Based on PWD SOR - 11.04.2025 District :- Betul, PIU :- Betul-1, Package No. :- MP03RBR07 Sl.No. Block Name of the Road Bridge Length in (m.) |
| 3 | Ghodadongri Total Bridge Length 120.0 Amount of Construction Cost 56271355.0 Amount of Maintenance Cost 562713.0 Total Amount of PAC 56834068.0 Sl.No. SOR No. Description of item Unit Quantity Rate Amt A-12 FOUNDATION |
| 4 | 12.1 12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)as per relevant clauses of section 300 & 2100 in I Ordinary soil (including back filling with approved material) (i) Up to 3m depth Cum 1824.6 79.0 144143.4 (ii) 3 to 6m Cum 1824.6 87.0 158740.2 (iii) Above 6 m Cum 0.0 86.0 0.0 II)(i) Ordinary rock (not requiring blasting) up to 3m depth Cum 0.0 239.0 0.0 IV Hard rock ( blasting prohibited) Cum 1146.11 1030.0 1180493.3 |
| 5 | 12.2 12.2 Add extra as follows in the rates of the above items ifdewatering is resorted to (a) upto 3 m depth Cum 912.3 39.5 36035.85 (a) beyond 3 to 6 m depth Cum 912.3 65.25 59527.575 (a) Above 6 m depth Cum (b) Ordinary rock (not requiring blasting) Cum 0.0 179.25 0.0 Hard rock ( blasting prohibited) Cum |
| 6 | 12.6 12.6 Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with. Cum 99.52 3925.0 390616.0 |
| 7 | 12.5 Filling Annular Space Around Footing in Rock (Lean cementconcrete M15 nominal mix. Rm 263.8875 4225.0 1114924.6875 |
| 8 | 12.37 a) Upto 1.0 m below bed level M 7.0 2586.0 18102.0 b) Beyond 1.0 m depth upto 5.0 m M 28.0 2705.0 75740.0 c) Beyond 5.0 m depth M 70.0 2822.0 197540.0 |
| 9 | 12.6 Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with. Cum 738.29 5028.0 3712122.12 |
| 10 | 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 500D) ton 95.98 68252.0 6550826.96 |
| 11 | Non SOR B-13 SUBSTRUCTURE |
| 12 | 13.1 G 13.1 G Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications G RCC Grade M30 (i) Height up to 5 m Cum 0.0 6335.0 0.0 (2) Height 5 to 10 m Cum 450.38 5689.0 2562211.82 RCC M-30 Concrete Pedestal Cum 6500.0 0.0 |
| 13 | 13.4 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 500d) MT 58.55 68395.0 4004527.25 |
| 14 | 13.7 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 97.2075 174.0 16914.105 |
| 15 | 13.8 A 13.8 A 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 413.1 771.0 318500.1 |
| 16 | 13.12 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 340070.4 0.88 299261.952 C-14 SUPERSTRUCTURE |
| 17 | 14.1C (ii)2 14.1C (ii)2 Furnishing 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 Cum 330.91 6224.0 2059583.84 RCC Grade M30 For Solid slab & voided slab Height 5 to 10 m |
| 18 | 14.4 (iii) 14.5 High tensile steel wires/strands including allaccessories for stressing, stressing operations andgrouting complete as per drawing and TechnicalSpecifications and as per relevant clauses ofsection 1800. T 0.0 112185.0 0.0 |
| 19 | 4.1 D I (a ) ii 4.1 D I (a ) ii Concrete M40 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 6786.9 0.0 4.2 HSD bars reinforcement for RCC Crash Barrier Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications. MT 0.0 63090.9 0.0 |
| 20 | 14.11 14.11 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications.. Cum 99.68 10517.0 1048334.56 |
| 21 | 14.15 14.15 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications and as per relevant clauses of sections 1500,1600, 1700 and clause 2703 of specifications (as per MoST specification drawing SD/201 or SD/304) m 254.0 1999.0 507746.0 |
| 22 | 14.17 14.17 Providing Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications. Nos 80.0 1227.0 98160.0 |
| 23 | 14.18 14.18 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700 Cum 8.82 5651.0 49841.82 RCC M-30 in Approach Slab, including reinf 14.19 Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704 Cum 17.64 6672.0 117694.08 |
| 24 | 14.28 14.28 Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 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. m 58.8 5326.0 313168.8 |
| 25 | 14.27 14.27 Providing and laying compression seal consisting of steel armoured nosing of the joint gap sutaibly anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. m 0.0 5542.0 0.0 |
| 26 | 14.31 14.31 Testing of span of bridge for deflection due to live load with platforms for loading arrangements apparatus for meaurement including unloading etc. complete as per approved drawing. Ton 77.0 905.0 69685.0 |
| 27 | 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 4500.0 0.0 |
| 28 | 8.4 road sor 2025 8.4 road sor 2025 Retro-Reflectorised Traffic Signs: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign boards as per IRC:67-2010, made of High Intensity Micro-Prismatic Grade Sheeting (Type XI) vide Clause 801.3.3, fixed over Aluminium Composite Material (ACM) sheet with thermoplastic core of Low Density Polyethylene (LDPE) between two thick skins/sheets of aluminium, with an overall thickness of 4 mm and aluminium skin thickness of 0.3 mm on both sides. The ACM shall conform to Table 800-1 of the specification and High Intensity Micro-Prismatic Grade Sheeting shall conform to Table 800-3 of the specification. The printing on the high-intensity grade sheeting shall conform to Clause 801.3.7 with water-based latex-optimized transparent ink as specified by the sheeting manufacturer. The sign board shall be supported on a mild steel angle iron post 75 mm × 75 mm × 6 mm, firmly fixed to the ground by means of a properly designed foundation with M15 grade concrete of size 4500 mm × 4500 mm × 600 mm. The ACM sheet shall be fixed to the post with a minimum of four breakaway bolts. viii) 60 cm circular Sqm 2.0 4178.0 8356.0 x) 80 cm x 60 cm rectangular Sqm 2.0 5500.0 11000.0 |
| 29 | SSR PMG SY 2024Item no 10.12 A SSR PMG SY 2024Item no 10.12 A Providing and Fixing 'PMGSY Sign Board' and 'Logo' of PMGSY Project (A) PMGSY 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 25 mm × 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm × 25 mm × 5 mm. The angle iron frame of the lower-most plate and flat iron frame of middle plate will be welded to 2 Nos. 75 mm × 75 mm of 12 SWG sheet tube posts duly embedded in cement concrete M-15 grade blocks of 450 mm × 450 mm × 600 mm, 600 mm below ground level. The top-most diamond plate will be welded to middle plate by 47 mm × 47 mm 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 2.0 14180.0 28360.0 |
| 30 | SSR PMG SY 2024Item no 10.13 SSR PMG SY 2024Item no 10.13 Providing and Fixing 'Citizen's Information Board' of PMGSY Project: Providing and fixing of typical PMGSY Citizen's Information Board with Logo as per MoRD specifications and drawing, made of 75 mm square or 75 mm dia. circular steel tube of 12 SWG, 3.2 m height and cross members, 2 Nos. × 1 m long, fixed with MS angle iron 50 × 50 × 5 mm on the back side, 2 Nos. vertical and 4 Nos. horizontal. It is mounted by 2 plates of 1.6 mm thick and size 900 × 750 mm. The pipe shall be erected on 600 × 600 × 750 mm foundation blocks at appropriate depth, made of cement concrete 1:2:4, painted in standard colour as per drawing with lettering, border, heading and logo etc. using synthetic enamel paint of superior quality. All details shall be as per standard drawing of PMGSY, including welding, excavation, concreting, painting of base, border and lettering, painting of cross-section of road and other required details, etc., complete as directed by the Engineer-in-Charge, for any type of board, whether for flexible pavement or concrete pavement, as prescribed for PMGSY. Each 2.0 19745.0 39490.0 |
| 31 | 14.33 14.33 Providing and fixing in position Marble Plates of size 0.9 m. x 1.2 m. with inscribed details as per detailed drawings. Each 1.0 1521.0 1521.0 |
| 32 | 8.41 road sor 2025 8.41 road sor 2025 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) Sqm 0.0 0.0 0.0 |
| 33 | 14.21 14.21 Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) M 656.6 84.0 55154.4 |
| 34 | 2.3(i) (B) road sor 2025 2.3(i) (B) road sor 2025 Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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 upto 1000 meters and as per relevant clauses of section-200 in ( Cement Concrete Grade M-15 & M-20) Cum 1012.5 628.0 635850.0 |
| 35 | 2.3 ix © road sor 2025 |
| 36 | 2.5 road sor 2025 |
| 37 | 10.14 a 7.5m formation width nos 2.0 29400.0 58800.0 46019133.3795 RIVER TRAINING AND PROTECTION WORKS & APPROACH ROAD |
| 38 | 12.1 12.1 Excavation for Structures: Earthwork in excavation of foundations of structures as per drawing and Technical Specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, and backfilling with approved material, complete as per relevant clauses of Sections 300 and 2100. I Ordinary soil (including back filling with approved material) (i) Up to 3m depth Cum 422.91 79.0 33409.89 |
| 39 | 12.3 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Cum 223.79 4225.0 945512.75 |
| 40 | 12.6 Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with. Cum 82.4 5833.0 480639.2 |
| 41 | 12.33 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) tone 7.42 68252.0 506429.84 |
| 42 | 13.1 G III 1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications With Batching Plant, (Pan Type or Twin Shaft type) Transit Mixer and placing with Boom placer Cum 97.2 5833.0 566967.6 |
| 43 | 13.4 ii 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 500D) tone 8.75 68395.0 598456.25 |
| 44 | 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 72.0 174.0 12528.0 |
| 45 | 16.4 A 16.4 A Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in frontof toe of embankment complete as per drawing and Technical specifications A) Pitching on slope Cum 395.66 2351.0 930196.66 |
| 46 | 13.9 13.9 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. Cum 327.77 871.0 285487.67 16.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Cum 183.77 1591.0 292378.07 |
| 47 | 3.13 road sor 2025 3.13 road sor 2025 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 2650.4 298.0 789819.2 |
| 48 | 3.3 Excavation in CHOPNA ROAD 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 535.0 79.0 42265.0 Excavation in JHOLI2 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 772.0 79.0 60988.0 |
| 49 | 3.13 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 8184.0 298.0 2438832.0 |
| 50 | 4.16-A 4.16-A Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 KN static weight to meet requirement as per relevant clause of 400. Cum 83.0 398.0 33034.0 |
| 51 | 4.1 A 4.1 A Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Cum 244.0 1114.0 271816.0 |
| 52 | 4.3 A 4.3 A Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in Cum 366.0 1451.0 531066.0 |
| 53 | 5.1(a) 5.1(a) Prime coat Providing and applying primer coat with bitumen emulsion onprepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications. Sqm 1624.0 44.0 71456.0 |
| 54 | 5.4(ii) 5.4(ii) Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. @ 0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer) Sqm 1624.0 20.0 32480.0 |
| 55 | 5.9(i) 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. Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less Sqm 1624.0 121.0 196504.0 |
| 56 | 5.11(ii) 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. 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 1624.0 50.0 81200.0 |
| 57 | 5.5a(ii) Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Cum 87.0 5829.0 507123.0 |
| 58 | 4.1 Construction of granular sub-base by providing well graded material having CBR >= 20, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Technical Specification Clause 401 for gradings mentioned in table 400.1 Cum 488.0 1114.0 543632.0 10252221.13 56271354.5095 Maintenance S.No. Amount Required for maintenance of Bridge for five years after completion of Project. % Cost Amount 1.0 1st Year 0.0015 84407.0 2.0 2nd Year 0.0015 84407.0 3.0 3rd Year 0.002 112543.0 4.0 4th Year 0.0025 140678.0 5.0 5th Year 0.0025 140678.0 Sub Total 562713.0 Asst. Manager General Manager M.P.R.R.D.A. PIU-1 M.P.R.R.D.A. PIU-1 Betul Betul |
AI Tender Summary
Tender Timeline
Oct 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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