Tender For Construction & Upgradation Of Rural Roads/Cds/Bridges Under Damage Bridge
Tender Value
4.95 Crore
Estimated cost
Bid Submission
02 Nov 2026
16 days left
EMD
4.95 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
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. MP03RBR08 (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. :- MP03RBR08 Sl.No. Block Name of the Road Bridge Length in (m.) |
| 3 | Betul Total Bridge Length 75.0 Amount of Construction Cost 49075466.0 Amount of Maintenance Cost 490754.0 Total Amount of PAC 49566220.0 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 461.62 79.0 36467.98 (ii) 3 to 6m Cum 0.0 87.0 0.0 (iii) Above 6 m Cum 0.0 86.0 0.0 II) Ordinary rock (not requiring blasting) Cum 0.0 77.0 0.0 IV Hard rock ( blasting prohibited) Cum 1036.0 0.0 |
| 5 | 12.2 12.2 Add extra as follows in the rates of the above items if dewatering is resorted to (a) upto 3 m depth Cum 230.81 39.5 9116.995 (b) beyond 3 to 6 m depth Cum 1037.0 0.0 (c) Above 6 m depth Cum Cum Cum Cum Ordinary rock (not requiring blasting) Cum Hard rock ( blasting prohibited) Cum |
| 6 | 12.11 Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing as per section 1200 & 1900. MT 39.54 84008.0 3321676.32 |
| 7 | 12.14 Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm)as per specification 1100, 1600 and 1700. Rm 287.18 12928.0 3712663.04 |
| 8 | 12.27 (a) Pile load test on single vertical pile in accordance with IS:2911(Part-IV) ton 907.5 1100.0 998250.0 |
| 9 | 12.31 C Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification and as per relevant clauses of sections 1100, 1500 & 1700. Cum 341.5 5136.0 1753944.0 |
| 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 77.66 68252.0 5300450.32 |
| 11 | 12.32 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 21.06 4225.0 88978.5 |
| 12 | 12.37 a) Upto 1.0 m below bed level M 6.0 2586.0 15516.0 b) Beyond 1.0 m depth upto 5.0 m M 24.0 2705.0 64920.0 c) Beyond 5.0 m depth M 60.0 2822.0 169320.0 |
| 13 | Non SOR B-13 SUBSTRUCTURE |
| 14 | 13.1 13.1 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 13.1 G RCC Grade M30 (1) Height up to 5 m Cum 62.83 5533.0 347638.39 (2) Height 5 to 10 m Cum 230.55 5689.0 1311598.95 (2) RCC M-30 Concrete Pedestal Cum 6500.0 0.0 |
| 15 | 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 38.14 68395.0 2608585.3 |
| 16 | 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 43.47 174.0 7563.78 |
| 17 | 13.8A 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 288.75 771.0 222626.25 |
| 18 | 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 345792.0 0.88 304296.96 C-14 SUPERSTRUCTURE |
| 19 | 14.1C (i)2 14.1C (i)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 RCC Grade M30 For Solid slab & voided slab Height 5 to 10 m Cum 555.08 6224.0 3454817.92 HYSD bar reinforcement in superstructure |
| 20 | 14.4 (i) 14.4 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 |
| 21 | 14.5 Concrete M40 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 6786.9 0.0 HSD bars reinforcement for RCC Crash Barrier 14.11 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 |
| 22 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per relevant lauses of sections 1500, 1700 and Clause 2702 of specifications.. Cum 46.125 10517.0 485096.625 |
| 23 | 14.34 Providing and fixing and erecting 40mm dia steel pipe (medium weight) railing in 3 rows on steel channel ISMC 100mmx50mm and 0.95 in height and fixed at 1.8m. center to center and duly painted etc. complete as per standard drawing No.STD-33R, dtd.11.05.1987 of MP Rajya Setu Nirman Nigam Bhopal. m 164.0 2000.0 328000.0 |
| 24 | 14.17 14.17 Providing Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications. Each 0.0 1227.0 0.0 |
| 25 | 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 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 |
| 26 | 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 50.4 5326.0 268430.4 |
| 27 | 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 |
| 28 | 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 100.0 905.0 90500.0 8.16 Metal Beam Crash Barrier 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 |
| 29 | 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 |
| 30 | 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 |
| 31 | 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 by 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 |
| 32 | 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 |
| 33 | 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 95.0 0.0 |
| 34 | 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. ) Sqm 424.4 84.0 35649.6 |
| 35 | 8.24 Dismantling of existing structure 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 0.0 628.0 0.0 |
| 36 | 2.3 ix (C) |
| 37 | 2.5 road sor 2025 |
| 38 | 10.14 a 7.5m formation width nos 2.0 29400.0 58800.0 30251712.31 RIVER TRAINING AND PROTECTION WORKS & APPROACH ROAD |
| 39 | 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 2660.02 79.0 210141.58 |
| 40 | 12.3 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Cum 200.26 4225.0 846098.5 |
| 41 | 13.6 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 412.0 5833.0 2403196.0 |
| 42 | 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 500D) tone 37.08 68252.0 2530784.16 |
| 43 | 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 486.0 5833.0 2834838.0 |
| 44 | 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 500) tone 43.74 68395.0 2991597.3 |
| 45 | 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 240.0 174.0 41760.0 |
| 46 | 16.4 (A) 16.4 (A) 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 A) Stone pitching Cum 211.3 2351.0 496766.3 |
| 47 | 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 146.43 871.0 127540.53 16.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Cum 13.16 1591.0 20937.56 |
| 48 | 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 50.81 298.0 15141.38 |
| 49 | 3.3 Excavation in Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 Cum 478.0 79.0 37762.0 Excavation in Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 Cum 544.0 79.0 42976.0 |
| 50 | 3.13 3.13 Construction of embankment with approved material obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting to meet requirement of Tables 300.1 & 300.2 with a lead up to 250 m as per technical specifications clause 301.5 Cum 4728.0 298.0 1408944.0 |
| 51 | 4.16A 4.16A Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM) Cum 57.0 398.0 22686.0 |
| 52 | 4.1 (a) 4.1 (a) Construction of granular sub-base by providing well graded material having CBR 20 or more, 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 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) Cum 295.111 1114.0 328753.654 |
| 53 | 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 270.6 1451.0 392640.6 |
| 54 | sor 2015 6.1 Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.) Cum 180.4 2712.0 489244.8 |
| 55 | 6.4 6.4 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including eveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. Cum 447.65 5532.0 2476399.8 87.9945770065076 |
| 56 | MPRRDA 10.14 MPRRDA 10.14 Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specific-ations and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral retro reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete on flexible or rigid pavment and as directed by engineer in charge as per relevant clauses of MORD specifications. Each 4.0 29400.0 117600.0 Road Markers/Road Stud with Lense Reflector |
| 57 | 8.3 (ii) 8.3 (ii) Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2022 made of high intensity Micro-Prismatic Grade Sheeting (Type IV) vide IRC: 67:2022 clause 6.7.3.2 and clause 801.3.3 of MoRT &H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2022 and Table 800-1 of MoRT &H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2022 and Table 800-3 of MoRT &H specification of in the clause 6.8 of the IRC 67-2022 and clause 801.3.7 of MoRT&H 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 Each 4.0 4531.0 18124.0 Villeage Name Sign board |
| 58 | 8.4 (x) Villeage Name Sign board |
| 59 | 9.3 B |
| 60 | 16.1 18823753.784 49075466.094 Maintenance S.No. Amount Required for maintenance of Bridge for five years after completion of Project. % Cost Amount 1.0 1st Year 0.0015 73613.0 2.0 2nd Year 0.0015 73613.0 3.0 3rd Year 0.002 98151.0 4.0 4th Year 0.0025 122689.0 5.0 5th Year 0.0025 122688.0 Sub Total 490754.0 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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