Tender For Sariya Bhurkura Road Road Km 03 Jalalpur Maidan Nala On 2X3x3m Span Box Culvert, Approach Road, Protection Work - Bridge Part (A)- 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 to the embankment location within all lifts and lead upto 1000m 2 Sand Filling in Foundation Trenches as per Drawing & Technical Specification 3 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. SI. No. - 12.04 4 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications 13.50 5 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-25) SI.No.12.08 6 Providing and laying of cut stone on Appran with 25x15x10 cm average size dressed cut stone as per SI No NS-1(in bedded in CC Appran concrete) 7 Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification. ( Hight upto 5m) SI. No-13.05 F(p) 8 Supplying, fitting and placing HYSD bar reinforcement in sub-structure comlete as per drawing and technical specifications (Height up to 5m) SI.No.13.06 (1600 & 2200) 9 Proviaing and laying filter media with granular meterials / stone crushed aggregates satisfying the requirements laid down in clause 2504.0.0. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complate as per drawing and Technical Specification SI. No-13.10 (behind abutment and wing wall) 10 Providing and laying Cement concrete wearing coat M-30 grade including reinforecement complete as per drawing and Technical Specifications SI. No-14.4 11 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces SI.No.-8.8 12 Lettering and painting of culvert no. Plate 30x30cm of standard size with two coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of all materials, labour T&P etc. complete. SOR NS-4 13 Protection work (B)- 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 to the embankment location within all lifts and lead upto 1000m 14 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications 16 Construction of KC drain on both side of road parties with cement concrete 1:4:8 (cement sand & 40mm gauge stone ballast) M-150 brick work with struck pointing 1:2 cement & fine sand mortar including supply of all material labour T&P etc. complet as required for proper completion of work 17 Construction of Chute drain average size 0.45x0.30m on the slope of embankment of approach from road surface edge to ground level with cement concret 1:4:8 ( cement sand and 40mm gauge coarse snad mortar and finished with struck Pointing 1:2 cement & fine sand mortar including supply of all material labour T&P etc. required for proper completion of work 18 ForApproach Road (c)- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 19 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 20 Providing, laying, spreading and compacting stone aggregates of 45-63mm Stone ballast to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. 21 Providing, laying, spreading and compacting stone aggregates of 22.4-53mm Stone ballast to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. 22 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70to 1.00 kg/sqm using mechanical 23 Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surfacecleaned with Hydraulic broom as per Technical Speicification Clause 503 24 Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregatesusing Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. 25 Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade 26 Construction of pataries with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 27 ForDivirsion D- Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge within a distance of 60 meters(200 feet). 28 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 29 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 30 Providing, laying, spreading and compacting stone aggregates of 45-63mm Stone ballast to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. 31 For 1000mm dia HP NP 3 (SOR) 32 ROAD SAFTY (F)- Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMCseries channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811
