TN_17_95

Amount

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 Technical Specification Clause 201. (A) By Manual Means (i) In area of non thorny jungle.

Construction of Embankment with approved materials obtained from borrowpits, with a lift up to 1.5 m 1. transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300-2 with alead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land ( C/S area as per Statement-I)

Construction of Sub grade and Earthen shoulder with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-21 with lead upto 1000 m as per Technical Specification Clause 303.1 ( i) Private Land (C/S area as per Statement-I)

Construction of granular sub-base 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 Clause 401. II) For Grading Il Material

Providing laying spreading and compacting stone aggregate of specific size to water bound macadom 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 clouse 405 Using stone screening 2) Grading-ii (a) By Manual means

3) Grading-ii (a) By Manual means

Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on 5.1(i) prepared surface of granular base including cleaning of road surface 1 x 3000.00 3.75 and spraying primer @ 0.70 kg-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 @ 0.25-0.30 kg/ sqm on prepared granular 5.2(1) | 1x 3000.00 3.75 treated with primer and cleaned with hydraulic broom as per technical specification clause 503.

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MOSRT&H cl. no.508. complete in all respect. For Grading||(10 mm nominal size)

(A) Add extra quantity for profile correction 12%

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 2x 3000.00 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

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.

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 1701.2.3, fixed over aluminium 10.3 sheeting, 2 mm thick with area not exceeding 0.9 sqm supported 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 Technical Specification Clause 801 (ii)600 mm equilateral triangle

(iii) 600 mm circular

(iv) 800 mm x 800mm rectangular

Kilometer stone Reinforced cement concrete M15 grade k.m. 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)200 m Stone (Precast)

SLAB CULVERT 4.00 M SPAN Earth work in excavation for foundation of structure as per drawing and tech. Specification cl: 305 including setting out construction of choring and and bracing removal of stumps and other deleterious materials and disposal upto a lead of 50m , dressing of sides and bottom and back filling in trences with excavated suitable materials i) in ordinery soil ii) up to 3m depth.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. with crushed stone I.P.C.C grade M 10 Nominal Mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. with crushed stone I.P.C.C grade M 20 Nominal Mix 1:2:4

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 13.1 A. With crushed stone 1. R.C.C grade M 20 (1) For nominal mix 1:2:4 a) Height upto 5 M

Drainage spouts complete as per drawing and technical specifications Clause 1209

Filler Joint iv} Providing and filling joint sealing compound as per drawings Calculation as per calculation sheet and technical specifications with coarse sand and 6 per cent bitumen by weight

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete Calculation as per calculation sheet as per drawing and technical attached specifications Clauses 1002, 1010 and 1202

Providing weep holes 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 Calculation as per calculation sheet structures with slope of 1(V):20(H) towards drawing face attached complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Providing and laying cement concrete wearing course M 30 technical specifications Clauses 800 and 1206.3 grade including reinforcement complete as per drawing and Calculation as per calculation sheet attached A. With crushed stone

ANALYSIS OF RATE FOR 1000 MM DIA NP-3 HUME PIPE CULVERT (LENGTH=7.50 M) Earth work in excavation for foundation of structure as per drawing and tech. Specification cl: 305 including setting out construction of choring and and bracing removal of stumps and other deleterious materials and disposal upto a lead of 50m , dressing of sides and bottom and back filling in trences with excavated suitable materials i) in ordinery soil ii) up to 3m depth.

Bedding for Pipe 9.2 Laying concrete cradie bedding with M15 Grade 1Cement Concrete as per Clause 1105 (i)

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802,8031202 & 1203 (A) With crushed stone (II) P.C.C. grade M 15

Providing and Laying RCC NP3 in Single Row Providing and laying reinforcement cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement morter 1:2 but excluding excavation, protection works, backfilling, coccrete and masonary works in head walls and parapets Clause 1106. (B) 1000 mm dia

Brick Masonary work Brick masonary work in cement morter in foundation of 11.5 Head Wall excluding pointing and plastering as per drawing and technical specifications clause 1109.

Brick Masonary work Brick masonary work in cement morter in substructure complete excluding pointing and plastering as per 12.1 drawing and technical specifications clause 602, 603, 604, 1202 and 1204.

Plastering Plastering with cement mortar ( 1:4 ) 15mm thick on brick work in substructure as per technical specification Rate.

Pabitra Boro