Construction of various road work under DMFT Package No. DMFT/ GC-16/18

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m . Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRTH Specification Clause 301.3.5

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m . Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per MoRTH Specification Clause 301.3.5

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Excavation in Hard Rock (blasting prohibited) . Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MoRTH Specification Clause 301.3.5 . Manual Means

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Construction of 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

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

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 50 m as per MoRTH Specification Clause 305.3

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.Earth, Sand, Lime, Morrum manure or sludge . with 1 km. lead

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.For Grading II Material

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

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 lead

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

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

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

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.

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity 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 Viscosity 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)

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

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 Bitumen (VG-30)

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202. 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

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

Construction of un-reinforced, 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 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 including provision of contraction and expansion, 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 drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately)

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Kilometre Stone. Reinforced cement concrete M15 grade 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. Ordinary Kilometer Stone (Precast)

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Reinforced cement concrete M15 grade 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. 200 m stone (precast)

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 . 900 mm equilateral triangle

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size board.

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm 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 duly framed with MS angle 25x25x5 mm on back and 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 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801.

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

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.

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

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.

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Supplying and Fixing of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work (including cost of bitumen)

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it.

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRTH Specification Clause 807

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

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.

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Survey of Proposed road including printout of Plan, L-Section & Cross section on A-3 size paper in three copies & one soft copy of approved media (For L-Section levels are to be taken at an interval of 25m on plain terrain and 10m on rolling & at CD works) including computation of quantities of earth work in cutting / filling as per L-Section & Cross section

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

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 CRC rolled channel vertical post, 150 x 75 x 5 mm spaced 2 mm centre to centre, 1.8 m high, 1.1 m below ground / road level, all steel parts and fitments to be galvanized 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 MoRTH specification Clause 811.3.

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

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

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

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

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

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 15 Nominal mix (1:2.5:5)

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

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

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

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. 1000 mm dia

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

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. 600 mm dia

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706

Mayla khet Talab Pachore to Dapta Village Km. 0/0 to 2/0

NH-8 Devdungri to Devnarayan Mandir

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