Tender For Construction Of Pipariya Karkat Pamakhedi Road Length-4.50 Km With Electrification Works Amount- 431.23 Lakhs
Tender Value
4.31 Crore
Estimated cost
Bid Submission
03 Sep 2026
7 days left
EMD
4.31 Lakhs
Bank guarantee accepted
Document Fee
15000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sagar → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Pipariya Karkat Pamakhedi Road Length-4.50 Km With Electrification Works Amount- 431.23 Lakhs
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 26-Aug-2026 | date change | Date | 03-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | CONSTRUCTION OF PIPARIYA KARKAT PAMAKHEDI ROAD LENGTH-4.50 KM WITH ELECTRIFICATION WORKS AMOUNT- 431.23 LAKHS Please Enable Macros to View BoQ information ANNEXURE-G NIT SCHEDULE FOR THE CONSTRUCTION OF PIPARIYA KARKAT PAMAKHEDI ROAD LENGTH-4.50 KM WITH ELECTRIFICATION WORKS The Rates are provided as per S.O.R. Issued by Engineer-in-Chief M.P.P.W.D., Bhopal w.e.f.11-04-2025 or road & for Bridge work 01-01-2024 Electric SOR PAC RS- 431.23 SOR Item no./ Description of Item Qty Unit Rate Amount |
| 2 | 2.2 Clearing and Grubbing Road LandClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees having girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. A. In area of light jungle 5.4 hectare 29409.0 158808.6 |
| 3 | 3.11- Scarifying existing bituminous surface to a depth of 50 mm by mechanical meansScarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. (Take 50 %) 0.0 sqm 5.0 0.0 |
| 4 | 3.3 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 suitable earth to the embankment location and disposing off unsuitable earth with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. Exisiting Embankment 12375.0 cum 79.0 977625.0 |
| 5 | 3.14-Construction of Embankment with Material Deposited from Roadway CuttingConstruction of embankment with approved materials having CBR>7 deposited at site from roadway cutting and excavation from drain or foundation of structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300 30% Qty. of Roadway Cutting Ordinary Soil 3712.5 cum 60.0 222750.0 |
| 6 | 3.13- Embankment Construction with Material Obtained from Borrow PitsConstruction 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. 21910.48 cum 298.0 6529323.04 23 |
| 7 | 4.2 Crusher Run Macadam Sub Base/Base CourseProviding crushed stone aggregate, depositing on a preparedsurface by hauling vehicles, spreading and mixing with a motorgrader, watering and compacting with a vibratory roller as perclause 410 to form a layer of sub-base/Base in accordance toTable No. 400-14, 400-15 and as per clause of section 407 ofspecifications Total 4929.75 cum 1186.0 5846683.5 |
| 8 | 4.3 Wet Mix MacadamProviding, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification includingpremixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying inuniform layers with paver in sub- base / base course on wellprepared surface and compacting with vibratory roller toachieve the desired density in accordance to Table No. 400-12,400-13 and as per clause of section 406 of specifications. 3375.0 cum 1451.0 4897125.0 |
| 9 | 4.16 Construction of Shoulders with approved material/selected soili/c excavation all lifts & leads i/c grading to required slope &camber of 4% and compacting on OMC using vibratory rollerof 80 to 100 kN static weight. Field compaction shall be donein corresponding layers of carriage way thickness and meet erequirements of MDD to achieve compaction (98% -100%) asper relevant clause of 408 A Hard Shoulders (CBR value >12) 6831.0 cum 398.0 2718738.0 2.775 1.875 |
| 10 | 5.1 Prime Coat Over WMM/WBM(i) Providing and applying primer coat with catonicbitumen emulsion on prepared surface of granular Baseincluding cleaning of road surface and spraying primerat the rate of 0.70 to 1.00 kg/sqm using mechanicalmeans as per clause 502 of specifications 15000.0 sqm 44.0 660000.0 1.875 |
| 11 | 5.3 Providing and applying tack coat with cationic bitumen emulsionusing emulsion pressure distributor on the preparedbituminous/granular surface cleaned with mechanical broom andas per relevant clauses of section-503 of pecifications. (ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /Granular surfaces treated with primer) 15000.0 sqm 17.0 255000.0 2.22 |
| 12 | 5.5 Dense Graded Bituminous MacadamProviding and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects a) Using Batch Mix Plant of appropriate capacity (i) for Grading I(40 mm nominal size ) Bitumen Content minimum 4% with bitumen 60/70 (VG 30) 0.0 cum 7456.0 0.0 (iv) for GradingII(19 mm nominal size) Bitumen Content minimum 4.5%with bitumen 60/70 (VG 30 0.0 cum 8167.0 0.0 0.0 0.0 |
| 13 | 5.6Bituminous ConcreteProviding and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification. a) Using Batch Mix Plant of appropriate capacity (v )for Grading-II (30-40 mm thickness ) Bitumen Content minimum 5.4%with 60/70 bitumen(VG-30) 0.0 cum 9581.0 0.0 |
| 14 | 5.5 Bituminous MacadamProviding and laying bituminous macadam using crushedaggregates of specified grading premixed with bituminousbinder, transported to site, laid over a previously preparedsurface with Electronic Sensor paver finisher to the requiredgrade, level and alignment and rolled as per clauses 501.6 and501.7 to achieve the desired compaction and as per clause 504 ofspecifications. (ii) for Grading II (19 mm nominal size) bitumen content 3.5% with bitumen 60/70 (VG 30) 750.0 Sqm 5329.0 3996750.0 |
| 15 | 5.9 Open - Graded Premix SurfacingProviding, laying and rolling of open - graded premix surfacingof 20 mm thickness composed of 13.2 mm to 5.6 mm aggregateseither using penetration grade bitumen or cut-bak or emulsion to required line, grade and level to serve as wearing course on apreviously prepared base, including mixing in a suitable plant,laying and rolling with a smooth wheeled roller 8-10 tone capacity, finished to required level and grades all complete asper clause 510 of specification. (i) Case - I: Mechanical method using Penetration gradeBitumen VG 30 and HMP of appropriate capacity notless than75 tones/hour 15000.0 cum 121.0 1815000.0 |
| 16 | 5.11 Seal CoatProviding and laying seal coat, sealing the voids in a bituminoussurface laid to the specified levels, grade and cross fall usingType A and B seal coats, all complete as per clause 511of Specification. (i) Case - I: Type A Providing and laying of liquid seal coatcomprising of an application of layer of bitumen binderfollowed by a cover of stony chips, All complete as perclause 511 of specification. |
| 17 | 8.23 Kilo Metre StoneReinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (i) 5th kilometre stone (precast) 2.0 each 3686.0 7372.0 (ii) Ordinary Kilometer stone (Precast) 8.0 each 2131.0 17048.0 (iii) Hectometer stone (Precast) 16.0 each 621.0 9936.0 |
| 18 | 8.10Retro- reflectorised Traffic signs Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign board as perIRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting(Type XI) vide IRC: 67:2012 clause 6.7.3.2 and clause 801.3.3 ofMoRT&H fixed over Aluminum composite material sheet withthermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm andaluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2012 and Table 800-1 of MoRT&Hspecification and High Intensity Micro Prismatic Grade Sheeting shallconform to Table 6.6 of IRC:67:2012 and Table 800-3 of MoRT&Hspecification of in the clause IRC 6.8 of the IRC 67-2012 and clause801.3.7 of MoRT&H message legend numerical letter etc. andborders shall be screen printed on high intensity micro prismaticsheeting shall conform to8.10Retro- reflectorised Traffic signs Providing and fixing of reflectorised cautionary, mandatory and informatory sign board as perIRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting(Type XI) vide IRC: 67:2012 clause 6.7.3.2 and clause 801.3.3 ofMoRT&H fixed over Aluminum composite material sheet withthermoplastic core of Low density polyethylene (LDPE) between twothick skins/sheets of aluminum with overall thickness of 4mm andaluminum skin of thickness 0.3 on both side, the ACM shall conformto Table 6.1 of IRC:67:2012 and Table 800-1 of MoRT&Hspecification and High Intensity Micro Prismatic Grade Sheeting shallconform to Table 6.6 of IRC:67:2012 and Table 800-3 of MoRT&Hspecification of in the clause IRC 6.8 of the IRC 67-2012 and clause801.3.7 of MoRT&H message legend numerical letter etc. andborders shall be screen printed on high intensity micro prismaticsheeting shall conform to i) 90 cm equilateral triangle 8.0 Each 7950.0 63600.0 iv) 80 mm x 60 mm rectangular 10.0 Each 8000.0 80000.0 iiv) 90 cm high octagon 10.0 Each 9000.0 90000.0 |
| 19 | 8.11 Direction and Place Identification signs more than 0.9 sqm size board.Providing and fixing of retro-reflectorised cautionary, mandatory andinformatory sign board as per IRC 67-2012 made of high intensityMicro-Prismatic Grade Sheeting (Type IV) vide IRC:67:2012 clause6.7.3.2 and clause 801.3.3 of MoRT&H fixed over Aluminumcomposite material sheet with thermoplastic core of Low densitypolyethylene (LDPE) between two thickskins/sheets of aluminumwith overall thickness of 4mm and aluminum skin of thickness 0.3 onboth side, the ACM shall conform to Table 6.1 of IRC:67:2012 and 6.6 Sqm 14497.0 95680.2 |
| 20 | 8.38 Road Marking with Hot Applied Thermoplastic Compoundwith Reflectorizing Glass Beeds on Bituminous surface.Providing and applying (Cleaning of Bituminous surface)thermoplastic compound having composition of binder (Regin)minimum 18 %, titanium dioxide minimum 10 % and intermixedglass beed, minimum 30% of brand like Asian, Burger orequivalent make of 2.5 mm thick including drop downreflectorizing, glass beeds @ 250 gms per sqm area thickness of2.5 mm is exclusive of surface applied glass beeds as perIRC:35.The finished surface to be level, uniform and free fromstreaks and holes, all complete as per clause 803 ofspecifications.Note: - The guarantee of Thermoplastic should be minimum3 Years. Center line 0.0 800.0 Sqm 440.0 352000.0 |
| 21 | 6.14- Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges with M 15 cement concrete in footpath, light traffic parking etc. complete as per direction of Engineer-in-Charge. (i) 100 mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. Village Area 0.0 SQM 837.0 0.0 |
| 22 | 8.23 Road Markers/Road Stud with Lense ReflectorProviding and fixing single mound twin shanked molded RoadMarkers/Road Stud made of poly carbonate or ABS body and shallsupport a load of 13635 Kg tested in accordance t ASTM D 4280and complying lo specifications of Section-5 of IRC:35-2015 andclause 804.2.2 of MORT&H and Section-5 of IRC:35-2015. hereflecting panels shall consist of number of lenses containing single ordual prismatic cubes capable of providing total internal reflection ofthe light entering the lens face. The slope or retro-reflecting surfaceshould be 35 + 5 degree to base. The reflective marker shall be fixedto the road surface using the epoxy/ adhesives and the procedurerecommended by the manufacturer. No nails shall beused to affix themarkers so Cubes capable of that they do not pose safety hazard onthe road. The contractor shall submit a two-year replacementwarranty. for satisfactory field performance including stipulated retroreflectance of the reflecting panel. (Make- 3M /AVERY DENNISON/ORAFOL / ALCOLITEA / AUTOMARK 534.0 Each 309.0 165006.0 8.17 Metal Beam Crash BarrierA Type - A, \\"W\\" : Metal Beam Crash Barrier (Providingand erecting a \\"W\\" metal beam crash barrier comprisingof 3 mm thick corrugated sheet metal beam rail, 70 cmabove road/ground level, fixed on ISMC series channelvertical post, 150 x 75 x 5 mm spaced 2 m centre tocentre, however 5 spaces of 600mm each between verticalpost and 5 spaces of 900mm each between vertical postwill be kept adjacent to RCC parapet/ concrete crashbarrier in accordance to figure 9.14 of the IRC-SP: 73-2018, 1.8 m high, 1.1 m below ground/road level, all steelparts and fitments to be galvanised by hot dip process, allfittings to conform to IS:1367 and IS:1364, metal beamrail to be fixed on the vertical post with a spacer ofchannel section 150 x 75 x 5 mm, 330 mm longcomplete as per clause 811) and treatment for metal beamcresh barrier on approach shall be modified eccentricloader terminal arrangement as shown in figure 9.12 ofIRC- SP : 73-2018 End p 100.0 MTR 3863.0 386300.0 |
| 23 | 6.15-Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement. a) 300 mm Dia 400 MTR /KM 187.5 RM 850.0 159375.0 b) 600 mm Dia (Extra 7 No In Ghat Portion with Head Wall) @ 200 MTR/KM 75.0 RM 4250.0 318750.0 |
| 24 | 8.41 Painting Two Coats on New Concrete SurfacesPainting two coats after filling the surface with synthetic enamelpaint in all shades on new plastered concrete surfaces 220.0 Sqm 95.0 20900.0 |
| 25 | 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 upto 1000 metres. (i) Lime /Cement Concrete (B) Cement Concrete Grade M-15 & M-20 1 Row 0.0 2 Row 0.0 3 Row 0.0 VCW 1 X 1000 MM DIA 0.0 VCW SLAB 0.0 VCW 3 X 1000 MM DIA 0.0 VCW SLAB 0.0 VCW 4 X 1000 MM DIA 0.0 VCW SLAB 0.0 VCW 5 X 1000 MM DIA 0.0 VCW SLAB 0.0 Total 0.0 Cum 425.0 0.0 |
| 26 | Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. C Above 900 mm 1 Row 0.0 2 Row 0.0 3 Row 0.0 VCW 1 X 1000 MM DIA 0.0 VCW 3 X 1000 MM DIA 0.0 VCW 4 X 1000 MM DIA 0.0 VCW 5 X 1000 MM DIA 0.0 0.0 metre 431.0 0.0 |
| 27 | 2.5 Dismantling of Cement Concrete PavementDismantling of cement concrete pavement by mechanical meansusing pneumatic tools, breaking to pieces not exceeding 0.02 cum involume and stock piling Serviceable material at dsignated locationsand disposal of unserviceable materials up to a lead of 1000 meters, 268.1 CUM 1296.0 347457.6 389.7 CUM 628.0 244731.6 |
| 28 | 6.1 Dry Lean Cement Concrete Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 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 determinedduring 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 finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. 212.5 cum 2712.0 576300.0 |
| 29 | 6.2-Deduct from Item No.6.1 above if paver finisher with electronic sensor, vibratory roller are not used and laying, compaction is done by any other method.(The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.) .Note:-This item is to be executed with prior written permission from the C.E. 0.0 cum 300.0 0.0 |
| 30 | 6.3 Cement Concrete PavementConstruction of un-reinforced, dowel jointed, plain cementconcrete pavement with M-40 grade concrete over a prepared subbase with cement , coarse and fine aggregate conforming to IS383, 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 electroni sensor slip form paver,spread, compacted and finished in a continuous operationincluding provision of contraction, expansion, construction andlongitudinal joints, joint filler, separation membrane, sealantprimer, joint sealant, debonding strip, admixtures as approved,curing compound, finishing to lines and grades as per drawing asper IRC 15 2011 and as per relevant clauses of section 602 ecifications complete but excluding cost of steel in dowel barand tie rods etc. including groove cutting for width of 4 mm- 6mmand 1/3rd depth of PQC within 8-10 hrs of placing/ finishing ofPQC including cleaning of groove and providing approved sealantfilling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006 asper drawing and as per specification. 468.75 cum 5769.0 2704218.75 |
| 31 | 6.5 Deduct from Item No.6.3 & 6.4 above if paver with electronic sensor is not used and laying, compaction is done by any other method (The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.) 0.0 cum 800.0 0.0 |
| 32 | 6.8 Providing and fixing Steel in dowel bar and tie rod includingcraddle, laps etc. complete required as per design. (a) Mild steel confirming to IS: 432:1982 4.44 MT 57734.0 256564.58 ii) Tor steel 0.0 MT 68297.0 0.0 |
| 33 | 88.39 Road Marking with Hot Applied Thermoplastic Compoundwith Reflectorizing Glass Beeds on Concrete surface.Providing and applying (Cleaning of concrete surface and afterapplying Concrete primer) thermoplastic compound havingcomposition of binder (Regin) minimum 18 %, titanium dioxideminimum 10 % and intermixed glass beed, minimum 30% ofbrand like Asian, Burger or equivalent make of 2.5 mm thickincluding drop down reflectorizig, glass beeds @ 250 gms persqm area thickness of 2.5 mm is exclusive of surface appliedglass beeds as per IRC:35 along with concrete primer. Thefinished surface to be level, uniform and free from streaks andholes, all complete as per clause 803 of specifications. Edges 50.0 50.0 Sqm 465.0 23250.0 |
| 34 | 12.1 Excavation for StructuresEarth 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) Depth upto 3 m 1095.53 Cum 79.0 86546.87 23 II Ordinary rock (not requiring blasting) 0.0 0.0 (ii) Depth upto 3 m 216.29 Cum 239.0 51693.31 23 IV Hard rock (blasting Prohibited ) 184.5 Cum 1037.0 191326.5 23 Recovery of Hard Rock 184.5 Cum -100.0 -18450.0 |
| 35 | 9.1 PCC M-15 in FoundationPlain 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. 21.18 Cum 4225.0 89485.5 |
| 36 | 9.8 Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as per relevant clauses of section 1500, 1700, 2100 and 2900. Total 136.14 Cum 4425.0 602419.5 0.0 0.0 |
| 37 | 9.2 Providing and Laying Reinforced Cement Concrete PipeNP4/prestrssed concrete pipe on first class bedding in single row.Providing and Laying Reinforced cement concrete pipeNP4/prestrssed concrete pipe for culverts on first class bedding ofgranular material (cost of bedding included) in single row includingfixing collar with cement mortar 1:2 but excluding excavation,protection works, backfilling, concrete and masonry works in headwalls and parapets. A 1000 mm dia 20.0 metre 6732.0 134640.0 |
| 38 | 9.3 Providing and Laying Reinforced Cement Concrete Pipe NP 4/prestrssed concrete pipe on first class bedding in double row.Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding ofgranular material (cost of bedding included) in double rowincluding fixing collar with cement mortar 1:2 but excludingexcavation, protection works, backfilling, concrete and masonryworks in head walls and parapets. A 1000 mm dia 30.0 metre 13621.0 408630.0 |
| 39 | 16.4 Providing and laying Pitching on slopes laid over prepared filtermedia including boulder apron laid dry in front of toe of embankmentcomplete as per drawing and Technical specifications 82.79 cum 2351.0 194639.29 |
| 40 | 16.5 Providing and laying suitable designed Filter material underneath pitching in slopescomplete as per drawing and Technical specification 46.27 cum 1591.0 73615.57 |
| 41 | Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100. Total = 70.2 Cu.m. 4225.0 296595.0 |
| 42 | Provdiing and laying Plain/Reinforced cement concrete inopen foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . B PCC M20 Concrete with plant (Drum Type) and placing 0.0 Total = 161.96 Cu.m 4083.0 661282.68 E RCC M-25 Concrete with plant (Drum Type) and placing 0.0 Total = 43.296 Cu.m 4648.0 201239.81 |
| 43 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600. Total = 4.4083 MT 67252.0 296466.99 SUBSTRUCTURE 0.0 |
| 44 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications B PCC Grade M-20 Concrete with plant (Drum Type) and placing 0.0 i) Hight Up to 5m 0.0 Total = 418.313 Cu.m 4395.0 1838485.64 F RCC Grade M-25 Concrete with plant (Drum Type) and placing 0.0 Total = 42.374 Cu.m 4946.0 209581.8 0.0 |
| 45 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600 Total = 7.115 MT 67395.0 479515.43 SUPER STRUCTURE 0.0 |
| 46 | 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 B RCC Grade M 30, a) Concrete with plant (Drum Type) and placing (i) (i) Solid Slab 1 Height up to 5 m 0.0 Total = 113.11 Cu.m 5475.0 619277.25 0.0 |
| 47 | Reinforced Cement Concrete Crash BarrierProviding of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MoRT&H circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. (i) M 40 grade concrete 0.0 Rm 3294.0 0.0 0.0 |
| 48 | Supplying, fitting and placing HYSD bar reinforcement in super -structure complete as per drawing and technical specifications Total = 10.577 MT. 67538.0 714349.43 |
| 49 | Providing and laying Cement concrete wearing coat 75 mm thick with M-30 grade concrete with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 19 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with static paver,spread, compacted and finished with power trowel in a continuous operation including provision of dmixtures as approved, curing compound, finishing to lines and grades as per drawing but including cost of steel etc. including reinforcement, texuring with texuring brush complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications. Total = 15.155 Cu.m 10517.0 159385.14 |
| 50 | 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. Total = 175.377 Cu.m 771.0 135215.67 |
| 51 | Providing and laying of Filter media with granularmaterials/stone crushed aggregates satisfying the requirementslaid down in clause 2504.2.2 of MoRTH specifications to athickness of not less than 600 mm with smaller size towards thesoil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the fullheight compacted to a firm condition complete as per drawingand technical specification Total = 78.198 Cu.m 871.0 68110.46 |
| 52 | Providing weep holes in brick masonry/plain/reinforced comcrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V : 20 H towards drawings foce.Complete as per drawing and technical specification. Total = 70.0 Rm. 174.0 12180.0 14.24(ii) Filler joint 0.0 (ii)Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification 0.0 Total = 63.0 Rm. 405.0 25515.0 |
| 53 | Providing and fixing in position bituminous paper bearing for slabs as per approved drawing and confirming to IS:1398. Total = 40.0 Sqm 48.0 1920.0 |
| 54 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700. Total = 8.64 Cum 5651.0 48824.64 |
| 55 | Reinforced cement concrete approach slab (Gard of concrere M 30) including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specifications. Total = 18.9 Cu.m 6672.0 126100.8 9.15 Construction of RCC drain 1.0m x 1.0m inside dimension lined with 150 mm thick RCC, M-20 side walls, 150 mm thick RCC M-20 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting of 8 mm dia horizontal bars @ 200 mm c/c and U-shaped 10 mm dia vertical bars @ 120 mm c/c including cutting. bending and binding wire, placing in position, with shuttering, Weep holes at drainage layer level and concreting by using concrete mixer, compaction by vibration etc complete as per direction of the Engineer-in-Charge. In CC Road Portion 50.0 Metre 4011.0 200550.0 9.16 Construction of RCC drain 0.75 m x 0.75 m inside dimension lined with 135 mm thick RCC, M-20 side walls, 135 mm thick RCC M-20 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting of 8 mm dia horizontal bars @ 200 mm c/c and U-shaped 10 mm dia vertical bars @ 150 mm c/c including cutting. bending and binding wire, placing in position, with shuttering. Weep holes at drainage layer level and concreting by using concrete mixer, compaction by vibration etc complete as per direction of the Engineer-in-Charge. In CC Road Portion 40.0 Metre 2773.0 110920.0 9.17 Construction of RCC drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC, M-20 side walls, 120 mm thick RCC M-20 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting of 8 mm dia horizontal bars @ 200 mm c/c and U-shaped 8 mm dia vertical bars @ 150 mm c/c including cutting. bending and binding wire, placing in position, with shuttering, Weep holes at drainage layer level and concreting by using concrete mixer, compaction by vibration etc complete as per direction of the Engineer-in-Charge. In CC Road Portion 40.0 Metre 2132.0 85280.0 GRAND TOTAL 42851635.15 SAY RS- 428.52 SUB ENGINEER SDO EXECUTIVE ENGINEER PWD SUB DN SAGAR PWD SUB DN SAGAR PWD DN-1 SAGAR |
| 56 | Painting of poles Prima coat over new steel and other metallic surface with red oxide zinc chromide paint complete with supply of material labour etc. including preparation of surface. 32.9 Per sq meter 76.0 2500.4 Prima coat with aluminium paint, brushing complete with material and labour including preparation of surface 32.9 Per sq meter 96.0 3158.4 Supply of support for overhead line RS joist of I.S. standard including drilling of required hole etc. complete as required. 0.0 |
| 57 | 0.0 R.S. Joist 175x85 - 19.3 kg/metre 18.6 Metre 1467.0 27286.2 0.0 H - Beam 152x152mm, Std weight 37.1 Kg/Mtr 22.0 Metre 2843.0 62546.0 Supplying of pre stressed cement concrete (PCC) pole conforming to IS: 785 at work site including required transportation. 0.0 |
| 58 | 0.0 PCC pole 8 meter Long 140 kg 4.0 Each 3731.0 14924.0 |
| 59 | Supplying and drawing all aluminium alloy conductor (AAAC) of approved make conforming to IS 398-1979 Pt. IV, including binding at existing insulator, jointing, jumpering, tearing off, connecting etc. as required including clearing of obstacles (if any) AAAC 0.075 sq inch (80 sq.mm Al. EQ.)- (Raccoon) 0.2 Km. 79735.0 15947.0 AAAC 0.1 sq inch (100 sq.mm Al. EQ.)- (Dog) 0.3 Km. 104339.0 31301.7 |
| 60 | Erection of RS Joist pole/'H' beam/steel tubular/steel rail pole of length 7 metres but not exceeding 10 metres in cement concrete 1:3:6 (1 cement : 3 core sand: 6 graded stone aggregate 40mm nominal size) base, foundation, muffing including excavation and back refilling etc. as required. |
| 61 | Erection of RS Joist pole/'H' beam/steel tubular/steel rail pole of length exceeding 10 metres but not exceeding 15 metres in cement concrete M-10 (1 cement:3 core sand: 6 graded stone aggregate 40mm nominal size) base, foundation, muffing including excavation and back refilling etc. as required. |
| 62 | Erection of R.C.C./P.C.C. pole of length 8 meters but not exceeding 11 meters in brick ballast and ramming the foundation including excavation and refilling etc.as required. |
| 63 | Supplying and erection of stay set complete (galvanized) with 16mm dia x1.8 metre long stay anchor plate of size 200mm x 200mm x 6.0mm thimble stay clamp turn buckle 19mmx600mm, 7/3.15mm dia G.I. stay wire etc. in cement concrete M-10 (1 cement: 3 coarse and: 6 grinded stone aggregate 40mm nominal size) foundation including excavation and refilling etc. as required. 0.0 |
| 64 | Supply, fabrication and erection of angle/channel/flat iron fitting for overhead line & sub-station etc such as 'D' bracket, cross arms, top clamp, 'V' cross arms, back/support clamp or other similar work etc. including nut bolts of required size, making holes, fabrication, welding, cutting, etc. and painting with one coat of red oxide paint & two coat of aluminium paint as required as per specification. Supplying and erection of 11KV (5 KN) polymer pin insulator complete with long steel head G.I. pin, nut, washer etc. as required. 0.0 |
| 65 | Supplying and erection of 11KV (45 KN) Polymer disc insulator for 11KV overhead lines with galvanized insulator fittings, ball and socket type, and complete with galvanized strain clamp, bolts, nuts washer etc. as required. Supplying and erection of 11KV (45 KN) Polymer disc insulator for 11KV overhead lines with galvanized insulator fittings, ball and socket type, and complete with galvanized strain clamp, bolts, nuts washer etc. as required. 0.0 |
| 66 | Supply, laying and fixing of G.I. earth coil of 4mm dia Supply, laying and fixing of G.I. earth coil of 4mm dia 0.0 |
| 67 | G.I. wire having 120 turns of nearly 50mm dia. and 3 mt. long tail in existing pit duly earthed with pole etc complete as required as per specification. Supplying and fixing 33/11/0.4 KV enamel coated danger board size 200x250mm with clamp on existing HT/LT structure/poles. 0.0 |
| 68 | Supplying & drawing/laying of PVC insulated XLPE aerial bunch power cable conductor H2/H4 grade aluminium solid/stranded conforming to IS-14255- 1995, alu. alloy insulated messenger 1100 volts grade cable of approved make in air with necessary material as per specification of required size as mentioned below – Single core cable(insulated neutral messenger) 0.0 3x35 sq.mm, 1x16(st. light), 1x35(insulated neutral messenger) 0.0 25.0 P.Mt. 311.0 7775.0 |
| 69 | Supplying & fixing of aerial bunch cable accessories suspension clamp i/c required attachment for single core cable of approved make on pole with clamp, necessary material as per specification for required size. |
| 70 | Supplying &fixing of aerial bunch cable accessories tension clamp (dead end) i/c required attachment for single core cable of approved make in air with clamp, necessary material as per specification for required size. |
| 71 | Supplying & fixing of waterproof insulation piercing connector for aerial bunch cable i/c required attachment for single core cable of approved make in air with necessary material as per specification of required size as mentioned below – Main:16-95sq.mm, tap:1.5-50sq.mm 2.0 Each 172.0 344.0 Main:50-150sq.mm, tap:6-50sq.mm 2.0 Each 220.0 440.0 |
| 72 | Supplying &fixing of spring loaded busbar screwless connector with enclosure of approved make including required clamp, nut, bolt, connection, testing as per specification to complete the job. Single phase 0.0 1Ph, 1In+2Out 1.0 Each 1972.0 1972.0 1Ph, 1In+3Out 2.0 Each 2023.0 4046.0 |
| 73 | Dismantling of existing H- Beam/RS Joist/PCC/Rail pole i/c accessories such as cross arms, top clamp, V- cross arms, strut, stay & conductor/cable/guarding span complete. The material should be transport & handed over to MPMKVVCL/PWD store. TOTAL B 271443.7 TOTAL A+B 43123078.85 SAY RS- 431.23 SUB ENGINEER(E/M) SDO(E/M) EXECUTIVE ENGINEER(E/M) PWD SUB DN SAGAR PWD SUB DN SAGAR PWD DN-1 SAGAR |
AI Tender Summary
Tender Timeline
Aug 26, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 03, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 daysSep 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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