Kawlkulh to NE Bualpui

Amount

Clearing and grubbing of road land including uprooting wild vegetation, grass, brushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201. (I) By Manual means. (B) In area of thorny Jungle.

Cutting of trees: Cutting of trees including cutting of trunks,branches and removal of stumps and root, refilling, compaction of backfilling and stacking of serviceable materials by manual means with all lifts as per technical specification clause 201 (A) Lead upto 100m. (i) Girth above 300mm to 600mm.

(ii) Girth above 600mm to 900mm.

(iii) Girth above 900mm to 1800mm.

Setting out (1) Construction of reference pillar as per Fig 1600.1 (b) as per drawing and technical specification clause 1602.1

(2) Construction of back pillar as per Fig 1600.1 (c) as per drawing and technical specification clause 1602.3

(3) Construction of Job pillar as per Fig 1600.1 (d) as per drawing and technical specification clause 1602.4

(ii) Excavation in Hilly Areas in Soil by mechanical means. (A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1

(iv) Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting. (A) Excavation in Hilly Areas in Ordinary Rock not requiring blasting by mechanical means including cutting and trimming of side slopes and disposal of cut materials with a lift upto 1.5 m and a lead upto 20 m as per Clause 1603.2

(v) Excavation in Hilly Areas in Hard Rock requiring blasting by mechanical means. (A) Excavation in Hilly Areas in Hard Rock requiring blasting by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2

Deduct reuseable hard rock @ 15 %

Stabilisation of in-situ (existing pavement crust) or soil or otherwise subbase/base course up to the required depth by cold in-situ recycling using cement and chemical additives/otherwise : Providing pulverizing, spreading, milling and mixing of chemical additives at the appropiate rate as per job in mix design in accordance with IRC-SP-72-2015, IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of a minimum of 5-7% and CCS/CS additive should be spread on the existing pavement... Outside habitation Area 5.5 m width

Inside habitation Area 4.0 m width

Water Bound Macadam with Crushable Screenings (3) 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 Technical Specification Clause 405. A) By Manual Means

Prime Coat ii) Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Tack Coat (iii) 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 surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.

Mix Seal Surfacing: Providing, laying and rolling of close-graded premix surfacing material (Hot Mix) of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Type A (I) Emulsion

Construction of Earthen Shoulder: Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing, etc. as per drawing and Technical specification clause 1703. i) 5th kilometre stone (precast)

ii) Ordinary kilometre stone (precast)

iii) 200m stone (precast)

Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC : 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical specification clause 1704.

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered surfaces as per drawing and Technical specification clause 1701. ( For boundary pillars )

Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801. (ii) 60cm equilateral Triangle Speed limit

Right/Left hand curve

School

Men at work

Falling Rocks

Providing and erecting direction and place identification retro-reflectorised sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 2mm thick with area not exceeding 0.9sqm supported on 1) Destination sign

2) Place identification sign

3) Advance direction sign

4) Direction sign

Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work. 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

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 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. I. Ordinary soil (upto 3m depth)

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing)

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 II. Course rubble masonry (2nd sort) (iii) in cement mortar 1 : 5

Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8

Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 I. Random rubble masonry

Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204

Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 Between parapet walls

Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I. Ordinary soil (upto 3m depth)

Providing cement concrete M10 (1:3:6) in levelling course below open foundation of head wall as per drawing and technical specification clause 1109. I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing)

Stone Masonry Work in cement mortar in foundation of head walls complete as per drawing and technical specification Clause 1109 (A) in 1:4 cement Mortar

Bedding for pipe Type-B (First class) bedding : Laying (First class) bedding of well compacted sand, moorum or approve granular materials as per clause1105 (ii)

Providing and laying RCC Pipe NP3 for Culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work etc.

Backfilling in abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 I. Granular material

Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 II. Earth filling

Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 I. Random rubble masonry

Plastering with cement mortar (1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204

Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 Between parapet walls

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 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3m depth

II. Ordinary rock (not requiring blasting) (i) Upto 3m depth

III. Hard rock (requiring blasting)

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletirious material and disposal upto a lead of 50m, dressing of sides I. Ordinary soil (i) Upto 3m depth

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

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletirious material and disposal upto a lead of 50m, dressing of sides I. Ordinary soil (i) Upto 3m depth

Providing and laying parapet with pcc M15 as per drawing and technical specification clause 800 and 1208.4 (i) Nominal mix 1:2.5:5(Hand Mixing)

Plastering with cement mortar (1:3) 15mm thick works as per drawing and technical specification clauses 613.4 and 1204

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