Tender For Strengthening Of Barkheda Sikandra Guda Baleh Road Length 6.10 Km Amount- 357.79 Lakhs
Tender Value
3.57 Crore
Estimated cost
Bid Submission
31 Jul 2026
3 days left
EMD
3.57 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 Strengthening Of Barkheda Sikandra Guda Baleh Road Length 6.10 Km Amount- 357.79 Lakhs
BOQ
| Sl. No. | Item Description |
| 1 | STRENGTHENING OF BARKHEDA SIKANDRA GUDA BALEH ROAD LENGTH 6.10 KM AMOUNT- 357.79 LAKHS Please Enable Macros to View BoQ information ANNEXURE-G NIT SCHEDULE FOR THE STRENGTHENING OF BARKHEDA SIKANDRA GUDA BALEH ROAD LENGTH 6.10 KM AMOUNT- 357.79 LAKHS 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 for road & for Bridge work PAC- 357.79 LAKHS S.No SOR Item no./ Description of Item Qty Unit Rate Amount |
| 2 | 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 |
| 3 | 3.12 Scarifying existing bituminous surface to a depth of 50 mm bymechanical meansScarifying the existing bituminous road surface to a depth of 50 mm anddisposal of scarified material with in all lifts and lead up to 1000 meters. 7140.0 sqm 10.0 71400.0 |
| 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. KM 1/2 TO 1/4 , KM 2/6 40 % AREA 1200.0 cum 79.0 94800.0 |
| 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 1200.0 cum 60.0 72000.0 |
| 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. 388.32 cum 298.0 115719.36 476.64 |
| 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. 728.75 cum 1186.0 864297.5 50.0 |
| 8 | 4.24 For existing road: Construction of stabilised sub base/base course using bio enzyme by reclaiming existing sub base / base course up to the required depth, the soil aggregate will be in the ratio as per design mix based on available sub base / base course materials by additive supplier, by cold in-situ recycling using portable reclaimer- machine of minimum 1.2m width with bio enzyme stabilizer. Providing pulverizing, spreading, milling and mixing of bio enzyme at the appropriate rate as per design using IIT Pave, for unbound pavement. The In-situ stabilization process shall be carried out by a mobile and Hydraulic propelled Portable stabilizer / Cold Recycler with a variable Working depth 15cm to 30 cm. To this milled portion, bio enzyme is added in proportion of 1 litre to 33 cum of milled material. The resultant stabilized mix would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with vibratory soil compactor roller to achieve desired density as per IRC: 37-2018 and MORTH for unbound layer including all labour, materials, and necessary equipment's, etc. complete, as per the directions of the 3346.875 cum 1248.0 4176900.0 Moorum with CBR not less than 7 @ 40% 225.0 CUM 200.0 45000.0 |
| 9 | 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 specificatio 5578.125 cum 1451.0 8093859.38 |
| 10 | 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 therequirements of MDD to achieve compaction (98% -100%) asper relevant clause of 408.A Hard Shoulders (CBR value >12) 9246.3 cum 398.0 3680027.4 2.775 1.875 |
| 11 | 5.1 Prime Coat Over WMM/WBM(i) Providing and applying primer coat with catonicbitumen emulsion on prepared surface of granular Baseincluding cleaing of road surface and spraying primerat the rate of 0.70 to 1.00 kg/sqm using mechanicalmeans as per clause 502 of specifications 22312.5 sqm 44.0 981750.0 165000.0 1.875 |
| 12 | 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 specifications. (ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) 22312.5 sqm 17.0 379312.5 63750.0 70.82 11.875 834.37 |
| 13 | 5.6 Dense Graded Bituminous Macadam Providing 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 an Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tndem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects. (iv) for Grading II (26.5 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30) 667.35 1960.0 2450.0 1115.625 cum 7759.0 8656134.38 1454812.5 |
| 14 | 5.7 Bituminous Concrete Providing 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 an Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem and pneumatic tyre rollers to achieve the desired compaction as per clause 507 of specification. (v) for Grading-II (30-40 mm thickness) Bitumen Content minimum 5.4% with 60/70 bitumen (VG-30) |
| 15 | 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. 93.75 CUM 2712.0 254250.0 5.50 MTR WIDTH |
| 16 | 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. 206.25 CUM 5769.0 1189856.25 |
| 17 | 6.15 Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement a) 300 mm Di 25.0 rm 850.0 21250.0 b) 600 mm Di 25.0 rm 4250.0 106250.0 |
| 18 | 8.36 Kilo Metre StoneReinforced cement concrete M15grade kilometre stone of standarddesign as per IRC:8-1980, fixing in position including paintingandprinting etc (i) 5th kilometre stone (precast) 1.0 each 3686.0 3686.0 (ii) Ordinary Kilometer stone (Precast) 5.0 each 2131.0 10655.0 (iii) Hectometer stone (Precast) 20.0 each 621.0 12420.0 |
| 19 | 8.10 Retro- reflectorised Traffic signs Providing and fixing of retro-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 clause 801.3.7 with digital printing ink or ofcutout from transparent durable overlay or cutout from the same typeof reflecting sheeting for cautionary/ mandatory/ signs, supported onMS sign post of size 80 x80 x 3mm Square pipe of 3 meter over alllength and fix to ground by means of properly designed foundation ofdimension 450x450x600mm with M20 grade concrete. The ACMsheet shall be fixed to the post with four minimum four numberbreakaway bolts. & supported with a back support frame f25x50x1.25mm tubular frame with the help of suitable sizes poprivettes of 6mm or by the help of G I / Nickle Chome plated nut &bolts to be hammered after tightening. 10 years warranty for RetroReflection Sheeting to be p 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. 10 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC: 67:2012 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 for the product offered shall be submitted by the contractor.Note:- Manufacture name and date of manufacture is to be printed (Embossed) at the backside of the board. i) 90 cm equilateral triangle 3.0 Each 7950.0 23850.0 iv) 80 mm x 60 mm rectangular 8.0 Each 8000.0 64000.0 iiv) 90 cm high octagon 4.0 Each 9000.0 36000.0 |
| 20 | 8.7 Direction and Place Identification signs more than 0.9 sqmsize board.Providing and fixing of retro-reflectorised cautionary, mandatoryand informatory sign board as per IRC 67-2022 made of highintensity 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 coreof Low density polyethylene (LDPE) between two thickskins/sheets of aluminum with overall thickness of 4mm andaluminum skin of thickness .3 on both side, the ACM shallconform to Table 6.1 of IRC:67:2022 and Table 800-1 ofMoRT&H specification a an IRC Accredited triangular sign post of size 75mm x 60 mm x60 mm (4 MM wall thickness) made of advance polymer composite 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 number breakaway bolts. & supported with a back support frame of 25mmx25mmx3mm angle. 10 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC: 67:2012 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 for the product offered shall be submitted by the contractor.Note:- Manufacture name and date of manufacture is to be printed (Embossed) at the backside of the board. 3.3 Sqm 14497.0 47840.1 |
| 21 | 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 intermixed glass 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. Edges (For Curves) 1220.0 Center line 0.0 Edges (For Curves) 30% 0.0 366.0 Sqm 440.0 161040.0 |
| 22 | 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 |
| 23 | 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 2x25=50 20.0 rmt 3863.0 77260.0 |
| 24 | Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shanked molded Road Markers/Road Stud made of poly carbonate or ABS body and shall support a load of 13635 Kg tested in accordance to ASTM D 4280 and complying lo specifications of Section-5 of IRC:35-2015 and clause 804.2.2 of MORT&H and Section-5 of IRC:35-2015. he reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. The slope or retro-reflecting surface should be 35 + 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy/ adhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so Cubes capable of that they do not pose safety hazard on the road. The contractor shall submit a two-year replacement warranty. for satisfactory field performance including stipulated retro-reflectance of the reflecting panel. (Make- 3M /AVERY DENNISON/ ORAFOL / ALCOLITEA / AUTOMARK) 50.0 EACH 309.0 15450.0 |
| 25 | 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 |
| 26 | II Ordinary rock (not requiring blasting) II Ordinary rock (not requiring blasting) (ii) Depth upto 3 m 9.17 Cum 239.0 2191.63 IV Hard rock (blasting Prohibited ) 3.67 Cum 1037.0 3803.72 Recovery of Hard Rock 3.67 Cum 100.0 -366.8 |
| 27 | 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. 6.53 Cum 4225.0 27593.48 |
| 28 | 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 41.34 Cum 4425.0 182923.97 |
| 29 | 9.2 Laying Reinforced Cement Concrete Pipe NP4 /prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. A 1000 mm dia 10.0 metre 6732.0 67320.0 |
| 30 | 6.4 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 A Stone/Boulder 12.33 cum 2351.0 28996.25 |
| 31 | 16.5 Providing and laying suitable designed Filter material underneath pitching in slopescomplete as per drawing and Technical specification 6.81 cum 1591.0 10837.24 Total 35779348.0 Say Rs in lakh 357.79 Sub Engineer SDO Executive Engineer P.W.D. Sub Division P.W.D. Sub Division P.W.D. Division REHLI REHLI SAGAR |
AI Tender Summary
Tender Timeline
Jul 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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