Strengthening and Widening of Salumber to Aggad Road Distt Salumber

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.

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Clearing and Grubbing Road Land .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

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4.3

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m: Excavation for roadwork in soil with hydraulic excavator of 0.9 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

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Construction of Embankment with Material Obtained from Borrow Pits: 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

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Crusher Run Macadam Base Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base By mix-in-place method With 53 mm maximum size of aggregates

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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)

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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)

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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 Bitumen (VG-30)

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Construction of un-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film 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).

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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.

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Kilo Metre 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)

5th Kilometre stone (precast)

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Ordinary Kilometer stone (precast)

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Hectometer stone (precast)

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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)

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Retro- reflectorised Traffic signs (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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 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

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Retro- reflectorised Traffic signs (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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801) 600 mm circular

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Direction and Place Identification signs upto 0.9 sqm size board. 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 a mild steel single angle iron post 75 x 75 x 6 mm 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. Direction and Place Identification signs upto 0.9 sqm size board)

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Direction and Place Identification signs with size more than 0.9 sqm size board. 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 exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. 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 approved drawing and MoRTH Specification Clause 801)

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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.

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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.

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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.

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Supplying of Cat’s Eye made of ABS Material having high reflective reflectors molded in PMMA material are fitted on the Stud. The reflectors are welded with a ABS base plate through ultrasonic welding process.

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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.

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Supply & Fixing of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8mm dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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.

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Ordinary rock (not requiring blasting) Depth upto 3 m depth.

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Hard rock (requiring blasting)

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & MoRTH Specification Clause 2908

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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)

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m P.C.C grade M 15 Nominal mix (1:2.5:5)

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 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

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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.) 1000 mm dia

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Providing and Laying Reinforced Cement Concrete Pipe NP4 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 2905. 1000 mm dia

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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.) 300 mm dia

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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 20 Nominal mix (1:2:4)

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m P.C.C. grade M 20 Nominal mix (1:2:4)

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Providing and laying reinforced cement concrete in superstructure as per drawing and MoRTH specifications Clauses 1700, 2302 and 2304 R.C.C M 25

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Providing and laying Expansion Joint complete as per drawing and technical specification With corrugated copper plate, compressible fibre board, pre-moulded joint filter and joint sealing compound as per MoRTH Specfication section 2600 Providing & Fixing in position 20mm thick pre-moulded joint filler in expansion joint complete.

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Reinforced cement concrete wearing coat M30 grade at any level including formwork and reinforcement complete as per drawing and technical specification as per MoRTH Specification 2202, 1500 &1700

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Providing and laying reinfored Cement Concrete grade M30 design mix railing complete as per drawing and technical specification as per MoRTH Specification :1500, 1600 & 1700

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Drainage spouts complete as per drawing and MoRTH specifications Clause 2705

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and MoRTH specifications Clause 2604

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Providing and fixing stone slab covering over drains (Kota/Bijoliya Quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications. for drain Opeining Size 300 to 450 mm Stone Patty drain cover size 800mm x 600mm x 75mm

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

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

PART 'A" SALUMBER TO AGGAD KM 0/0 - 9/0

PART 'B' SALUMBER TO AGGAD KM 20/0 - 31/0

Please Enable Macros to View BoQ information