Hlimen to Samtlang to Lungleng

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 material as per technical specification clause 201. (I) By Manual means. (B) In area of thorny Jungle.

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. 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

Construction of unlined side drain Total length = 14114.00 m 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)

Deduct reuseable hard rock @ 15 %

Stone masonry work in Cement mortar 1:4 II.coursed Rubble masonry for Lined Side Drain.

Providing and laying C.C 1:3:6 for Foundation as per Clause 802,803,1202,1203. (M10) Hand mixing

Stone masonry work in cement mortar 1:5 for substructure complete as per drawing and Technical Specifications clause 702,704, 1202 and 1204. B. Coursed rubble masonry (2nd sort)

Providing and laying filter media with Granular crushed Aggregates as per drawing and Technical Specifications clause 1204 3.8

Stone masonry in cement mortar 1:3 for Parapet complete as per drawing and Technical Specifications clause 700 and 1208.4 I. Random Rubble masonry.

Plastering with Cement mortar 1:4 15mm thick on stone works as per drawing and technical Specifications clause 613.4 and1204.

Providing PCC M20 Architechtural coping on the top of R/Wall as per drawing and Technical Specifications clause 615,710,1204.3.11

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.

Water Bound Macadam with Screenings (2) WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, Grading 2 as per Technical Specification Clause 405. (A) By manual means.

(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, Grading 3 as per Technical Specification Clause 405. (A) Manual means

Prime Coat (i) 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 (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 as per Technical Specification Clause 503.

Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material (Cold 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 , as per Technical Specification Clause 509. B. By Mechanical Means Type A (I) Emulsion

Construction of earthen shoulder. Construction of subgrade and earthen shoulder 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 Destination sign

Place identification sign

Advance direction sign

Direction sign

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, etc (ii) Ordinary rock (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

Tile information

Citizen information

PMGSY logos

AMC for 1st Year

AMC for 2nd Year

AMC for 3rd Year

AMC for 4th Year

AMC for 5th Year

LALPARMAWIA

Zosangzuala

VANAPA CONSULTANCY SERVICES

THANGLIANZAUVA

H ZOREMPUIA