Public Works Department Tender
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Costs
EMD
₹ 90,000Document Cost
₹ 500Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_CEPWD_417241_2Bid Award Id
ViewTender No
NIT-06/2024-25 EE PWD DN NEEMKATHANATender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
Water Bound Macadam with Crushable Screenings WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Machanical Means
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Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Machanical Means.
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Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Machanical Means. Add extra for WBM Patching.
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Maintenace of bituminous surface road
Patch repair on already filled pot holes with 75 mm BM with 20 mm premix carpet and seal coat Type B as per drawings and MoRTH specification Clause 3004.2
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Maintenace of bituminous surface road
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B as per MoRTH specification Clause 3004.2
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Providing & laying premix patching with 0.27 Cum of stone chipping (0.18 cum of 13.2 mm size and 0.09 cum of 11.2 mm size) mixed with 14.6 kg of straight run bitumen per 10 Sqm. Of road surface including heating of binder and aggregate mixing of aggregate and binder, cleaning the area of patch, pot holes cut to regular shape with vertical side, removing all loose & disintegrated material, application of tack coat @ 2.25 kg. per 10 Sqm., laying of patching material and compating with 8-10 tonne power road roller including cost of bitumen, aggregate fuel, lubrication, binder, hire charges of Machinery, T&P etc.
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Marking Centre Line and stop lines etc. on road as IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 1600C with a special applicator machine complete with a special applicator with labour, material and traffic diversion arrangements.
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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. 900 mm equilater & triangle
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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 Square tube 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
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White washing of parapet walls of CD work and tree truncks
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRTH specifications Clause 800
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Cutting of branches of trees shrubs and trimming of grass and weeds
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Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per MoRTH specification Clause 201
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Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per MoRTH specifications Clause 201
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Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per MoRTH specifications Clause 201
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Removal of existing sealant and re-sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material hot poured rubberised bitumen of cold polysulphide type as per clause 602.2.8 with appropriate type of primer complete as per MoRTH specification clause 3005.2
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Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRTH specification Clause 3003
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Maintenance of Gravel Road Maintenance of gravel road including making up the loss of profile, rectifying corrugated surface, filling up of depressions, pot holes and erosion gullies by adding fresh material and compacting it with appropriate equipment or to strip excess of material from the road surface as per drawings and MoRTH specification Clause 401
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Laying brick edging 15 to 19 cm deep and 9 to 11.5 cm. wide (according to approved brick size to be specified) including digging of trenches fixing bricks in position refilling and disposal of surplus earth etc. complete.
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Supplying, filling and stitching of empty cement bags either of plastic or jute with earth available at siet, of weight not less than 40 Kg., including excavation etc. complete.
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Labour charges for loading, unloading, Transporing and fixing of sand filled cement bags up to 1 Km. lead and all lift.
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Survey work of roads including ploting of L-section, X-Section @ 25m c/c interval showing existing Ground level line, proposed level line in different colour with clour back ground of graph sheet of 1 mm square size showing all the required details as per IRC : SP-20 and IRC-19 Pliting work shall include plan of the road showing required curve details width of existing road, if any and proposed road. toe line, width of revenue track. proposed location of borrow area width making of cattle crossing location, Lay bye and Bus locations, ramp locations, permanent structure / Electric pole / Telephone / Tree etc. (Print of L- Section sheet shall be for 1 Km. )On CD work location, survey work required on 0.5 Km. on either side of CD works and L-section ahall be proposed on separate A-4 size sheet for eatch CD works and same shall be superimposed on X-section showing proposed CD work in different colour line and details of slope of CD work etc.E/W calculation
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of road work shall including ploting of X-section Max 2 Nos on A-4 size sheet showing line of subgrade and embankment with E/W Calcution sheet showing quantum of E/W involyed in sub grade in embankment E/W in cutting and Qty of E/W cutting adjusted in filling within 100 m lead.
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Conducting traffic census including installation of tent, furniture & lighting arrangement for 24 hours in three shift with help of three matriculated skilled persons complete in all respect as directed by Engineer-in-charge rates are inclusive of all carriage and printing of final reports in specified format & submitting for seven days period.
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Conducting traffic census including installation of tent, furniture & lighting arrangement for 24 hours in three shift with help of three matriculated skilled persons complete in all respect as directed by Engineer-in-charge rates are inclusive of all carriage and printing of final reports in specified format & submitting for Three days period.
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Painting (two coats) with superior grade enamel paitn of approved quality to given an even shade incl. writing, lettering, figuring etc. complete as per IRC standards of :
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5th Kilometer Stone
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Ordinary Kilometer Stone
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200m stone & boundary stone
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Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (53-22.4mm) size, hire charges for roller for consolidation and compaction and other machines required for the work including cost of bitumen.
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Construction of SAFE HOUSE near Halipad of size 30' x 30' tent with pipes structure at VIP visit site including curtain on all opening, carpet one Sofa Set , 30 Nos. chair and center table with cover ,fixing of european WC, Urinal, Wash Basin, Towl rail ,Soad Dish, Toilet self,mirror, comb, liquid soap room freshner tags, bucket,mug,towl, napkin red flag i/c provision of water & disposal as per direction of engineer
incharge
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Construction of Halipad of any shape with 200 mm thick (compacted) GSB including dressing, leveling, compacting and watering of ground upto 100 m dia & covering with layer of GOBER LAPE & marking of " H" ,outer line,approach road line etc as per direction of engineer incharge
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Construction of Halipad of any shape with 200 mm thick (compacted) GSB and 100 mm thick WBM including dressing, leveling, compacting and watering of ground upto 100 m dia & covering with layer of GOBER LAPE & marking of " H" ,outer line,approach road line etc as per direction of engineer incharge
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Spreankling of water around Halipad as direction given by engineer-in-charge
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Providing & covering by GOBAR LAP on Halipad as direction given by engineer-in-charge
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Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements.
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Providing and laying rounded hump type speed breakers for crossing speed 25 Km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988. 3.70 meter wide and 10 cm high for general traffic
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Basic Rate Labour
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Surveyor
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Mazdoor (Unskilled)
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Mazdoor (Semi skilled)
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Mazdoor (Skilled)
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Plant & Machinary
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Tractor with trolley
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Three wheel 80-100 kN Static Roller
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Excavation for Structures
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 suitable material. Ordinary soil Upto 3 m depth
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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
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Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In cement mortar 1:4
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Plastering with cement mortar (1:4), 20 mm thick on Stone work.
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 : 75 mm thick
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Brick masonary in superstructure with bricks of class designation 75 mm in : Cement Mortar 1:6 (1-Cement:6-coarse sand). for brick work in superstructure up to third storey.
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Dry brick pitching in proper bond with bricks of class designation 75.
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Brick Soling
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering an
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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 granular material in single row including fixing collar with cement mor
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Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
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Interlocking Concrete Block Pavement
Providing and Laying of Interlocking M-30 grade Concrete Block Pavements as per drawings and IS 15658:2006.with all materials shall conform to MoRTH Specification Clause 602. Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm.
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 required designated grade, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation with vacuum dewatering and floater including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments Design mix grade M-30
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Barriacading with Sal Ballies as per design including tying with vertical posts by coconut strings complete in all respect with two horizontal members height upto 1.2 M above ground level and vertical supports upto 2.5 M centre and for 3 days period including removal and cleaning the site complete in all respect. b) Complete work
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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 13 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2
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Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404
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Providing and fillling joint sealing compound as per drawings and MoRTH specifications with coarse sand and 6 per cent bitumen by weight Clause 2604
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic 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 MoRT & H Specifications Clause 509 complete in all respects. or Grading-II(13 mm nominal size) VG-30 grade
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Filling pot-holes and patch repairs with bituminous concrete, 40 mm with removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Clause 503 back filling the pot holes with
hot bituminous material using 60/70 grade bitumen @ 5.0%of total mix & mixed in hot mix plant 40-60 TPH capacity and carriage with all leads as per clause 509, compacting with smooth wheel roller 8-10 tonne, trimming & finishing the surface to form a smooth continuous surface, all as per MoRTH specification Clause 3004.2
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Filling of crack using slow- curing bitumen emulsion andapplying crusher dust in cracks complete as per MoRTH specification clause 3004.3.3
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These BSR rates are including 18% GST, Percentage rate for annual rate contract.,Rates quoted will be applicable for all items of BSR taken in Schedule or not taken in Schedule., Work may be executed significantly less or excess of amount taken in NIT
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