AS-22-679

Amount

Setting Out….(v) Typical benchmark as per Drawing 200.1

Setting Out….(vi) Typical reference pillar as per Drawing 200.2

Clearing and grubbing of road land including uprooting rank vegetation, grass, bushes shrubs, saplings,and tree girth upto 300 removal of stumps of trees cut earlier, and disposal of unservice-able materials an stacking of serviceable materials to be used of auctioned, up to a lead of 1000 m. including removal of and disposal of top organic soil not exceeding 150mm in thickness as Technical Spesification Clause 201.1 By Manual Means: In area of non-thorny jungle.

Dismantling Kilometre Stones Dismantling of kilometre stones including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and backfilling of pit as per Technical Specification Clause 202. (B) Ordinary km Stones

Dismantling Kilometre Stones Dismantling of kilometre stones including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and backfilling of pit as per Technical Specification Clause 202. (C) 200 m Stones

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 Technical Specification Clause 301.4.

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 (I) Private Land

Construction of Subgrade and Earthen Shoulders 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 1000 m as per Technical Specification Clause 303.1. (I) Private Land For Shoulder

Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. For Existing Gravel Surface

Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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 Technical Specification Clause 401. For Grading II Material. For New Construction Portion

Water Bound Macadam Sub-base/base 2) WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A) By Manual Means

Water Bound Macadam Sub-base/base 3) WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. (A) By Manual Means

Prime Coat Low porosity. Providing and applying primer Coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

20mm thick Open-Graded Premix Carpet using waste plastic technology 20mm thick open graded premix carpet using Bituminous Binder mixing with Processed waste plastic (as per IRC SP 98-2013) by replacement of 85 Bitumen binder by weight Providing, laying and rolling of 20 mm thickness open-graded premix carpeting composed of 13.2 mm graded aggregate size @0.18 cum per 10sqm & 11.2mm graded aggregate size @ 0.09 cum per 10sqm using with bituminous binder @ 13.432 kg per 10sqm (ie 92% of standard Bitumen and 8% waste processed plastic by weight shall be used for coating aggregate after its heating) as per IRC SP 98:2013, laying 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 as per Technical Specification Clause 508 to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification. Case II By Mechanical Means. (i) Bitumen (S-90)

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 Technical Specification Clause 510. (B) By Mechanical Means. Case - I : Type A. (i) Bitumen (S-65)

Excavation for Structure. Earthwork in excavation for structures as per drawing and technical specification clause 305.1 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 back filling in trenches with excavated suitable material Ordinary soil : Upto 3 m depth

Providing Concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203,A. With crushed Stone (i) PCC Grade M-15 (1:3:6)

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Granular material

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (ii) In 1:4 cement mortar

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. (ii) In 1:4 cement mortar

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 1106.. (B)1000 mm dia

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

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 1000 m as per Technical Specification Clause 303.1. (I) Private Land For Shoulder (For earthwork in cushioning)

Providing Concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203,A. With crushed Stone (i) PCC Grade M-10 (1:3:6) (Slab Culvert)

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (i) Brick masonry in 1:4 cement mortar

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (ii) R.C.C grade M 25 (a) Height upto 5M

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204 3 8. Slab Culvert

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 technical specification Clauses 614, 709, 1204.3.7

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908

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 Technical Specification Clause 1703 (ii) Ordinary Kilometer Stone (Precast)

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 Technical Specification Clause 1703 (iii) 200 m stone (precast)

Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Providing and fixing of typical Citizen Informatory Board and Maintenance Informatory Board with Logo as per MORD specifications and drawing having two nos. MS Plate of 1 mm thick 900x750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal MS flat 50mm x 6mm size on back, the ends of the MS flates to be welded with 2mm x 2450mm x 1150mm frame of MS square posts tobe embedded in cement concrete M-15 grade of 600mmx600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting MS square, flats and backside of the MS sheet with a coat primer and ready mixed approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the MS plates with bands and lettering of different approved shades as directed shown in the approved design with oil bound ready mixed synthetic paint and proving 70mmx70mm size PMGSY Logo.

Title Informatory Board with Logo as per MORD specifications and drawing having two nos. MS Plate of 1 mm thick 900x750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal MS flat 50mm x 6mm size on back, the ends of the MS flates to be welded with 2mm x 2450mm x 1150mm frame of MS square posts tobe embedded in cement concrete M-15 grade of 600mmx600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting MS square, flats and backside of the MS sheet with a coat primer and ready mixed approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the MS plates with bands and lettering of different approved shades as directed shown in the approved design with oil bound ready mixed synthetic paint and proving 70mmx70mm size PMGSY Logo.

Traffic Signs B. Semi-Reflective Traffic Signs 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 as per Clause 1701.3.9 of MORD for Rural Roads 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 Clause 1701.2.2. a) 60 cm equilateral triangle

Traffic Signs B. Semi-Reflective Traffic Signs 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 as per Clause 1701.3.9 of MORD for Rural Roads 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 Clause 1701.2.2. b) 60 cm circular

Traffic Signs B. Semi-Reflective Traffic Signs 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 as per Clause 1701.3.9 of MORD for Rural Roads 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 Clause 1701.2.2. g) 90 cm octagon

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Provision of Rumble Strips in school, temple, market & densly populated Start, End etc. as per IRC CODE 099 on Minor Roads in parabolic shapes width-3.5 m & height 10-12 cm with a WBM Gr-III having open graded premix carpeting, seal coat & tack coat and 10 cm wide painting lines & dashes on ri=oads in two coats conforming to IS:164.

RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.

Road Markers/Road Stud with Lens Reflector : Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Safety Device and sign in Construction Zones : Providing and fixing traffic sign for limited period at a suitable location in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carraige way. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600mm x600mm x 6mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:Sp 55-2001

Excavation for Structure. Earthwork in excavation for structures as per drawing and technical specification clause 305.1 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 back filling in trenches with excavated suitable material Ordinary soil : Upto 3 m depth

Providing Concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203,A. With crushed Stone (i) PCC Grade M-10 (1:3:6)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 20 Nominal mix (1:2:4)

Providing Concrete for plain concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203 ( For CC pavement along Drain)

RoadMaint-1 Routine Maintenance after Completion of Construction Works : For 1st Year

RoadMaint-2 Routine Maintenance after Completion of Construction Works : For 2nd Year

RoadMaint-3 Routine Maintenance after Completion of Construction Works : For 3rd Year

RoadMaint-4 Routine Maintenance after Completion of Construction Works : For 4th Year

RoadMaint-5 Routine Maintenance after Completion of Construction Works : For 5th Year

M/S SMB CONSTRUCTION