Tender For Strengthening Of Garhakota Devpur Gunjora Road Length-7.00 Km Pac 390.32 Lakh
Tender Value
3.90 Crore
Estimated cost
Bid Submission
07 Aug 2026
7 days left
EMD
3.90 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 Garhakota Devpur Gunjora Road Length-7.00 Km Pac 390.32 Lakh
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Jul-2026 | date change | Date | 07-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | STRENGTHENING OF GARHAKOTA DEVPUR GUNJORA ROAD LENGTH-7.00 KM PAC 390.32 LAKH Please Enable Macros to View BoQ information ANNEXURE-G NIT SCHEDULE FOR THE STRENGTHENING OF GARHAKOTA DEVPUR GUNJORA ROAD LENGTH-7.00 KM PAC 390.32 LAKH 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 PAC RS- 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. 21000.0 sqm 10.0 210000.0 |
| 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. 2812.5 cum 79.0 222187.5 |
| 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 2812.5 cum 60.0 168750.0 |
| 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. 1801.02 cum 298.0 536703.96 |
| 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. 1643.25 cum 1186.0 1948894.5 50.0 |
| 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 specificatio 6562.5 cum 1451.0 9522187.5 40 % AREA 50.0 |
| 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 therequirements of MDD to achieve compaction (98% -100%) asper relevant clause of 408.A Hard Shoulders (CBR value >12) 10722.6 cum 398.0 4267594.8 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 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 26250.0 sqm 44.0 1155000.0 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 specifications. (ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) 26250.0 sqm 17.0 446250.0 70.82 11.875 834.37 |
| 12 | 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 1312.5 cum 7759.0 10183687.5 |
| 13 | 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) |
| 14 | 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. 0.0 CUM 2712.0 0.0 5.50 MTR WIDTH |
| 15 | 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. 0.0 CUM 5769.0 0.0 |
| 16 | 6.15 Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement a) 300 mm Di 62.5 rm 850.0 53125.0 b) 600 mm Di 25.0 rm 4250.0 106250.0 |
| 17 | 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) 7.0 each 3686.0 25802.0 (ii) Ordinary Kilometer stone (Precast) 12.0 each 2131.0 25572.0 (iii) Hectometer stone (Precast) 16.0 each 621.0 9936.0 |
| 18 | 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 6.0 Each 7950.0 47700.0 iv) 80 mm x 60 mm rectangular 10.0 Each 8000.0 80000.0 iiv) 90 cm high octagon 12.0 Each 9000.0 108000.0 |
| 19 | 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 fixedover 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 3.3 Sqm 14497.0 47840.1 |
| 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 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. 490.0 Sqm 440.0 215600.0 |
| 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 | 8.17 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 40.0 rmt 3863.0 154520.0 |
| 23 | 8.24Solar powered Road Marker (Solar Stud)Supplying and fixing solar raised Pavement markers made of polycarbonate molded body with circular shape, solar powered, LED self Illumination in active mode, 360-degree Illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280, The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 c to 70 c color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1Hz. There should be current losses of less than 20 microamperes at 2.4 v in sleep charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height width and length of the marker shall not less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kilograms fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. (Make- 3M /AVERY DENNISON/ ORAFOL / ALCOLITEA ) 86.0 EACH 1771.0 152306.0 |
| 24 | 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 174.09 Cum 79.0 13753.11 II Ordinary rock (not requiring blasting) 0.0 0.0 (ii) Depth upto 3 m 50.61 Cum 239.0 12095.79 IV Hard rock (blasting Prohibited ) 20.24 Cum 1037.0 20988.88 Recovery of Hard Rock 20.24 Cum -100.0 -2024.0 |
| 25 | 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. 39.63 Cum 4225.0 167436.75 |
| 26 | 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 260.25 Cum 4425.0 1151606.25 |
| 27 | 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 30.0 metre 6732.0 201960.0 |
| 28 | 9.3 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 triple row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets and as per relevant clauses of section-2900 A 1000 mm dia 20.0 metre 13621.0 272420.0 |
| 29 | 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 66.26 cum 2351.0 155777.26 |
| 30 | 16.5 Providing and laying suitable designed Filter material underneath pitching in slopescomplete as per drawing and Technical specification 36.35 cum 1591.0 57832.85 Total 39032004.0 Say Rs in lakh 390.32 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 30, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 07, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 daysAug 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysAug 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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