Tender For Nit Schedule For Strengthening Of Gorbi Basti Approach Road Length 3.70 Km. Sub. Division Chitrangi Distt. Singrauli (M.P.) .@ Pwd Road & Bridge Sor W.E.F 11.04.2025
Tender Value
2.69 Crore
Estimated cost
Bid Submission
17 Aug 2026
21 days left
EMD
2.69 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
Singrauli → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Nit Schedule For Strengthening Of Gorbi Basti Approach Road Length 3.70 Km. Sub. Division Chitrangi Distt. Singrauli (M.P.) .@ Pwd Road & Bridge Sor W.E.F 11.04.2025
BOQ
| Sl. No. | Item Description |
| 1 | 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 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.A In area of light jungle |
| 2 | 2.4 Dismantling of Flexible PavementsDismantling of flexible pavements thickness more than 100 mm and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately. |
| 3 | 4.2 Crusher Run Macadam Sub Base/Base CourseProviding crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications.(ii) For 37.5 mm maximum size |
| 4 | 4.3 Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.A By Sensor Paver |
| 5 | 4.16 Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting on OMC using vibratory roller of 80 to 100 kN static weight. Field compaction shall be done in corresponding layers of carriage way thickness and meet the requirements of MDD to achieve compaction (98% -100%) as per relevant clause of 408.A Hard Shoulders (CBR value >12) |
| 6 | 5.1 Prime Coat Over WMM/WBMProviding and applying primer coat with catonic bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means as per clause 502 of specifications. |
| 7 | Providing and applying tack coat with cationic bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.(ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /Granular surfaces treated with primer) |
| 8 | 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 tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects.b) Using Drum Mix Plant of appropriate capacity.(iv) for Grading II (26.5 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30) |
| 9 | 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, ransporting 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.b) Using Drum Mix Plant of appropriate capacity(v) for Grading-II (30-40 mm thickness) Bitumen Content minimum 5.4% with 60/70 bitumen (VG-30) |
| 10 | 6.1 Dry Lean Cement Concrete Sub- baseConstruction 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 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 finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect |
| 11 | 6.4 Cement Concrete PavementConstruction of un-reinforced, dowel jointed, plain cement concrete 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 bars 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. |
| 12 | 6.8 Providing and fixing Steel in dowel bar and tie rod including craddle, laps etc. complete required as per design.(a) Mild steel confirming to IS: 432:1982 |
| 13 | (b) Tor steel confirming to IS: 1786:2008 |
| 14 | 6.15 Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement.a) 300 mm Dia |
| 15 | 6.15 Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement.b) 600 mm Dia |
| 16 | 8.3 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 olyethylene (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 MicroPrismatic 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 highintensity 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 |
| 17 | viii) 60 cm circular |
| 18 | x) 80 cm x 60 cm rectangular |
| 19 | xii) 60 cm x 45 cm rectangular |
| 20 | xiii) 60 cm x 60 cm square |
| 21 | xv) 90 cm high octagon |
| 22 | 8.7 Direction and Place Identification signs more than 0.9 sqm size board. Providing and fixing of retro- eflectorised 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 fixedover Aluminum composite material sheet with hermoplastic 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 2 nos. of MS signpost 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 6.7 ofIRC: 67:2022 for the product offered shall be submitted by the contractor. |
| 23 | 8.36 Kilo Metre StoneReinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc(ii) Ordinary Kilometer stone (Precast) |
| 24 | (iii) Hectometer stone (Precast) |
| 25 | 8.37 Boundary pillarReinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting. |
| 26 | 8.44 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New WorkPainting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road Grade-I marking paint (cold applied reflective paint) conforming to IS:164 on concrete/bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control.(i) Over 10 cm in width |
| 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. |
| 28 | 9.2 Providing and 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.B 1000 mm dia |
| 29 | 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. |
| 30 | Rainwater Harvesting with brick masonry 0.2 m thick perforation with PVC pipe 100mm dia @ 0.50 m centre to centre all around the recharge pit including excavation upto 2.00 m depth with bore hole 150 mm dia and 15 m depth filled with gravels 3-6 mm size, recharge pit filled boulder 5-20 cm and 0.5 m depth. over the boulders layer gravel 5-10 mm size depth 0.5 m, over the gravels layer core sand 0.5 m depth. |
| 31 | 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 as per relevant clauses of section 300 & 2100 inI Ordinary soil (including back filling with approved material)(i) Depth upto 3 m |
| 32 | 12.3 Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100. |
| 33 | 12.4 Sand Filling in Foundation Trenches as per Drawing &Technical Specification. |
| 34 | 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.(i) With Batching Plant, (Pan Type or Twin Shaft type) Transit Mixer and Concrete PumpA PCC Grade M15 |
| 35 | 12.33 Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section1600.FE 500 |
| 36 | 13.4 Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications and as per relevant clause of section 1600.FE 500 |
| 37 | 14.1 Providing and Placing Reinforced/Prestressed cement concrete in super-structure e/x reinforcement as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 inA RCC Grade M 20(i) Solid Slab |
| 38 | 16.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. A Boulder laid dry without wire crates. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
TodayAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 21 daysAug 19, 2026
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Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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