Tender For Construction Of Atal Path In Village Sherani Abad From Nh-458 To Fajnagar Via Dawat-A-Islamia Madarsa
Tender Value
1.73 Crore
Estimated cost
Bid Submission
21 Jun 2025
0 days left
EMD
3.46 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
didwana → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Atal Path In Village Sherani Abad From Nh-458 To Fajnagar Via Dawat-A-Islamia Madarsa
BOQ
| Sl. No. | Item Description |
| 1 | PART \"A\" : Cement Concrete Road Work |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201By Mechenical Means in area of light jungle. |
| 3 | Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202.Dismantlingofcementconcretepavementsbymechanicalmeansusing pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stockpilingatdesignatedlocationsanddisposalofdismantledmaterials uptoaleadof1000m,stackingserviceableandunserviceablematerials separately |
| 4 | Excavation in Soil using Hydraulic Excavatorand Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 |
| 5 | Construction of Embankment with Material Obtained from Borrow Pits Constructionofembankmentwithapprovedmaterialobtainedfrom borrowpitswithaliftupto1.5m,transportingtosite,spreading, gradingtorequiredslopeandcompactingtomeetrequirementof Tables300-1and300-2withaleadupto50masperMoRTH Specification Clause 305.3 |
| 6 | Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method Construction ofgranular sub-base by providing well graded material, spreadinginuniformlayerswithTractorMountGraderonprepared surface, mixing by mixin placemethod withrotavatoratOMC, and compacting with smoothwheelroller to achieve thedesired density,complete as per MoRTH Specification Clause 401.For Grading IIIMaterial |
| 7 | Dry Lean Cement Concrete Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the sizeofcoarseaggregatenotexceeding25mm,aggregatecement ratio not to exceed 15:1, aggregate gradation after blending to be as pertable600-1,cementcontentnottobelessthan150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixedinabatchingplant,transportedtosite,laidwithapaverwith electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 8 | Cement Concrete Pavement Constructionof un-reinforced,plaincementconcretepavementM30 (Grade),thicknessasperdesign,overapreparedsubbase,with43/53 grade cementas per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic Batching Plant andtransported to site in transitmixerforhavingcontinousagitatedmixer,manufacturedasper approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portionasperIS9103toaccelerate/retardsettingofconcrete,improve workabilitywithoutimpairingstrengthanddurabilityasperdirectionof Engineerinchargelaidinapprovedfixedsideformwork(steelchannel, layingandfixingof125micronthickpolythenefilm,wedges,steelplates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operationincludingprovisionofcontractionandexpansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). |
| 9 | Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 P.C.C grade M 10 Nominal mix 1:3:6 Nominal mix 1:3:6 |
| 11 | ProvidingandLayingofInterlockingM-30gradeConcreteBlock Pavementshaving thickness80mmasperdrawingsandasperIS 15658:2006.andallmaterialsshallconformtoMoRTHSpecification Clause602withM-30Grade0.30Mtrx0.30Mtrx0.15MtrEdge Blocks.Category \"B\" : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 |
| 12 | PART \"B\" : SIDE DRAINWORK |
| 13 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary soil Upto 3 m depth |
| 14 | Dismantling Brick/Tile WorkDismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202.Cement mortar |
| 15 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6. |
| 16 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 20 |
| 17 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 18 | Providing and fixing factory-made precast RCC Chambers and covers, having of strength not less than M-50, using Thermo-Mechanically Treated bars. (TMT/TMX) FE 500D or more conforming to IS 1786 reinforcement bar and capable of carrying a wheel load of 5.0 Tones for heavy vehicle movement, As per standard size reinforced , all as per direction of Engineer-in-charge.Chamber - (600 X 600 X 1000) Wall Widthup to 140mm |
| 19 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 300 mm dia |
| 20 | Part \"C\" ROAD FURNITURE |
| 21 | Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. |
| 22 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 23 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 |
| 24 | 200 m stone (precast) |
| 25 | P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect |
| 26 | Providing and Erecting typical Citizen\"s information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. |
| 27 | Semi-Reflective Traffic signs Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board |
| 28 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. |
AI Tender Summary
Tender Timeline
Jun 12, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedJun 21, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 23, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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