Tender For Construction & Upgradation Of Rural Roads/Cds/ Bridges Under Damage Bridge
Tender Value
5.29 Crore
Estimated cost
Bid Submission
02 Nov 2026
20 days left
EMD
5.29 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. MP03RBR06 (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. :- MP03RBR06 Sl.No. Block Name of the Road Bridge Length in (m.) |
| 3 | Ghodadongri Total Bridge Length 135.0 Amount of Construction Cost 52398236.0 Amount of Maintenance Cost 523982.0 Total Amount of PAC 52922218.0 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 2372.7 79.0 187443.0 0.0 187443.0 (ii) 3 to 6m Cum 2157.36 87.0 187690.0 0.0 187690.0 (iii) Above 6 m Cum 0.0 86.0 0.0 0.0 0.0 II)(i) Ordinary rock (not requiring blasting) up to 3m depth Cum 0.0 239.0 0.0 0.0 0.0 IV Hard rock ( requiring blasting) Cum 1069.19 1036.0 1107681.0 3.0 1107678.0 |
| 5 | 12.2 12.2 Add extra as follows in the rates of the above items ifdewatering is resorted to 0.0 (a) upto 3 m depth Cum 1186.35 39.5 46861.0 0.0 46861.0 (a) beyond 3 to 6 m depth Cum 1078.68 65.28 70416.0 0.0 70416.0 (a) Above 6 m depth Cum 0.0 0.0 0.0 (b) Ordinary rock (not requiring blasting) Cum 0.0 179.25 0.0 0.0 0.0 Hard rock ( blasting prohibited) Cum 0.0 0.0 0.0 |
| 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 asper relevant clauses of sections 1500, 1700 & 2100 with. Cum 212.17 3925.0 832767.0 2.0 832765.0 |
| 7 | 12.5 Filling Annular Space Around Footing in Rock (Lean cementconcrete M15 nominal mix. Rm 271.94 4225.0 1148947.0 0.0 1148947.0 |
| 8 | 12.37 a) Upto 1.0 m below bed level M 10.0 2586.0 25860.0 0.0 25860.0 b) Beyond 1.0 m depth upto 5.0 m M 40.0 2705.0 108200.0 0.0 108200.0 c) Beyond 5.0 m depth M 100.0 2822.0 282200.0 0.0 282200.0 |
| 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 805.46 5028.0 4049853.0 -21.0 4049874.0 |
| 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 96.66 68252.0 6597238.0 292.0 6596946.0 |
| 11 | Non SOR B-13 SUBSTRUCTURE 0.0 |
| 12 | 13.1 G 13.1 G Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 0.0 G RCC Grade M30 0.0 (i) Height up to 5 m Cum 234.86 5533.0 1299480.0 -21.0 1299501.0 (3) Height 5 to 10 m Cum 292.96 5689.0 1666649.0 11.0 1666638.0 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 68.62 68395.0 4693265.0 217.0 4693048.0 |
| 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 168.9 174.0 29389.0 0.0 29389.0 |
| 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 801.5 771.0 617957.0 -3.0 617960.0 |
| 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 510105.6 0.88 448893.0 0.0 448893.0 C-14 SUPERSTRUCTURE 0.0 |
| 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 999.135 6224.0 6218616.0 0.0 6218616.0 RCC Grade M30 0.0 For Solid slab & voided slab 0.0 Height 5 to 10 m 0.0 |
| 18 | 14.4 (ii) 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 0.0 0.0 |
| 19 | 4.1 D I (a ) ii 4.1 D I (a ) ii Concrete M40 0.0 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 0.0 0.0 4.2 HSD bars reinforcement for RCC Crash Barrier 0.0 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 0.0 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 79.875 10517.0 840045.0 0.0 840045.0 |
| 21 | 14.34 14.34 Providing and fixing and erecting 40mm dia steel pipe (mediumweight) railing in 3 rows on steel channel ISMC-100mmx50mmand 0.95 in height and fixed at 1.8m. center to center and dulypainted etc. complete as per standard drawing No.STD-33R,dtd.11.05.1987 of MP Rajya Setu Nirman Nigam Bhopal. m 284.0 2000.0 568000.0 0.0 568000.0 |
| 22 | 14.17 14.17 Providing Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications. Nos 0.0 1227.0 0.0 0.0 0.0 |
| 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 49842.0 0.0 49842.0 RCC M-30 in Approach Slab, including reinf 0.0 14.19 Cum 17.64 6672.0 117694.0 0.0 117694.0 |
| 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 perapproved 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 84.0 5326.0 447384.0 0.0 447384.0 |
| 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 0.0 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 0.0 69685.0 8.16 Metal Beam Crash Barrier 0.0 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 0.0 0.0 |
| 27 | 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) Pitching on slope Cum 102.66 2351.0 241354.0 4.0 241350.0 |
| 28 | 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 124.16 871.0 108143.0 -4.0 108147.0 16.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Cum 68.44 1591.0 108888.0 1.0 108887.0 |
| 29 | 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 602.35 298.0 179500.0 0.0 179500.0 |
| 30 | 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. 0.0 iii) 60 cm circular Sqm 2.0 4178.0 8356.0 0.0 8356.0 iv) 80 cm x 60 cm rectangular Sqm 2.0 5500.0 11000.0 0.0 11000.0 |
| 31 | 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 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 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 2.0 14180.0 28360.0 0.0 28360.0 |
| 32 | 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 75mm square or 75mm dia. circular steel tube of 12 SWG 3.2 m hight and cross member 2 Nos. 1m long, fixed with Angle iron 50 x 50 x 5 mm MS angle on the back side 2Nos vertical and 4 Nos horizontal. It is mounted by 2 plates of 1.6mm thick and size 900 x 750 mm, the pipe shall be erracted on 600 x 600 x 750 mm foundation blocks at appropriate depth made of cement concrete 1:2:4, painted by standard color as per drawing with lettering, border, heading and logo etc. using sinthetic enamel paint of superior quality and all details as per standard drawing of PMGSY including welding, excavation, concreting, painting of base, border and lettering, painting cross section of road and other required details etc complete as directed by engineer- in-charge for any type of board wheather for flexible pavement or concrete pavement as prescribed for PMGSY. Each 2.0 19745.0 39490.0 0.0 39490.0 |
| 33 | 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 0.0 1521.0 |
| 34 | 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 0.0 0.0 |
| 35 | 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 734.0 84.0 61656.0 0.0 61656.0 8.24 Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting. Each 0.0 546.0 0.0 0.0 0.0 Dismantling of existing structure 0.0 |
| 36 | 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 30.0 532.0 15960.0 0.0 15960.0 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 30.0 1296.0 38880.0 0.0 38880.0 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 specifications and appended drawing on both the sides of carriage way up to formation width 0.0 a 7.5m formation width nos 2.0 29400.0 58800.0 0.0 58800.0 APPROACH ROAD S.No. Ref. from SOR Description Unit Quantity Rate Amount |
| 37 | 3.3 Excavation in PUNJICHIKALPATHI- 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 1347.0 79.0 106413.0 0.0 106413.0 Excavation in DHARAMPUR NARAYANPUR 0.0 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 563.0 79.0 44477.0 0.0 44477.0 |
| 38 | 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 15997.0 298.0 4767106.0 0.0 4767106.0 |
| 39 | 4.16-A 4.16-A 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 159.0 398.0 63282.0 0.0 63282.0 |
| 40 | 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 244.0 1114.0 271816.0 0.0 271816.0 |
| 41 | 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 244.0 1451.0 354044.0 0.0 354044.0 |
| 42 | 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 163.0 2712.0 442056.0 0.0 442056.0 |
| 43 | 6.4 6.4 Construction of un-reinforced, dowel jointed, plain cement concreteN pavement with M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with electronic sensor slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. including groove cutting for width of 4 mm- 6mm and 1/3rd depth of PQC within 8-10 hrs of placing/ finishing of PQC Including cost of cutting including cleaning of groove and providing approved sealant filling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006 as per drawing and as per specification. Cum 326.0 5532.0 1803432.0 0.0 1803432.0 0.0 PROTECTION WORK 0.0 |
| 44 | 16.4 A 16.4 A Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. Cement concrete blocks of size as per Table 1300.2 cast in cement concrete of grade M 15. Cum 330.0 2351.0 775830.0 0.0 775830.0 |
| 45 | 13.9 13.9 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 Cum 165.0 871.0 143715.0 0.0 143715.0 |
| 46 | 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 0.0 I Ordinary soil (including back filling with approved material) 0.0 (i) Up to 3m depth Cum 495.0 79.0 39105.0 0.0 39105.0 |
| 47 | 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 350.0 3925.0 1373750.0 0.0 1373750.0 Road Markers/Road Stud with Lense Reflector 0.0 |
| 48 | 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 0.0 18124.0 HAZARD SIGN BOARD 0.0 |
| 49 | 8.4 (x) Villeage Name Sign board 0.0 |
| 50 | 8.6 0.0 0.0 52398236.0 52397587.0 Maintenance S.No. Amount Required for maintenance of Bridge for five years after completion of Project. % Cost Amount 1.0 1st Year 0.0015 78597.0 2.0 2nd Year 0.0015 78597.0 3.0 3rd Year 0.002 104796.0 4.0 4th Year 0.0025 130996.0 5.0 5th Year 0.0025 130996.0 Sub Total 523982.0 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 · 20 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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