Public Works Department Tender
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Costs
EMD
₹ 1,20,000Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2024_CEPWD_439374_2Tender No
NIT 22/2024-25 EE PWD DN I SIKARTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
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Granular Sub-base with Well Graded Material (Table 400-1)
Plant Mix Method
Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with notor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S. 2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete [MoRTH specification : Clause 401]. By Mechanical means. For Grading I Material
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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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Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all leads
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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 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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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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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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Hire and running charges of loader.
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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 work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand)
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Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick .
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Dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with River sand complete.
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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 and rolliing the same with three wheel road roller 80-100 kN as per MoRTH Specification Clause 408.4.3.
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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 mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.
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300 mm dia
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600 mm dia
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1000 mm dia
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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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Barriacading with Sal Ballies as per design including tying with vertical posts by coconut strings complete in all respect with two horizontal members height height 1.2 M to 1.5 M 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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Dense Graded Bituminous Macadam
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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 507 complete in all respects.
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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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Filler Joint
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 fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
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Excavation in Soil with Dozer with lead upto 100 m
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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Construction Embankment with Material Obtained from Roadway cutting.
Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3
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Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202. By Mechanical Means Bituminous Courses
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Prime Coat
Low porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502
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Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503.
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Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30)
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) binder.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case - II By Mechanical Means Bitumen (VG-30).
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511. By Mechanical Means. Case-II : Type B (I) Bitumen (VG-30).
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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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Supply & Planting of shady plants (Neem, Peepal, Goolar, Jamun, Imli or other specified) along road side including Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage, Supply of plant at site of two years of age & height more than 1.50 Mtr., Supply of dry manure (Farm yard manure organic) Supply of Insecticides, Digging of pits size 60x60x60 cms. Including removal of stones, Manuring application of insecticides & watering at least 15 liter per plant after planting, Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 Cement : 6 Sand) and the intermediate courses being in dry honey comb masonry, as per design complete, Watering to plants & Maintenance of plants by the contractor including pits, preparation of Thavala Hoeing Weeding etc. & application of insecticides etc. & security. If the plant die during maintenance contractor has to replace same height plant at his own cost.
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