BRTF road to Pareng (Suple Bridge Point)

Amount

SH : Jungle Clearance

SETTING OUT:-Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1

Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4

i) 1 km reference benchmark and working benchmark

i) Ordinary km stone (Preast)

SITE CLEARANCE:-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 Technical Specification Clause 201. (I) By Manual Means In area of non-thorny jungle

ii) Throny Jungle

EARTH WORK(FORMATION CUTTING):-Excavation in soil in Hilly Area by mechanical means including cutting and triming of side slopes and disosing of excavated earth with a lift upto 1.5m and a lead upto 20 mtrs as per Technical specification clause 1603.1

b) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.

c) 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.

Sub-Grade:-Compacting Original Ground (ii) 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.

GSB lAYER: - 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 I Material

WBM-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 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

P.M.C PRIME COAT:- Prime Coat (High 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 1.2-1.5 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 pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.

PMC:-20 mm thick open graded primix carpet using bitumineous 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 penetration 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 Technical Specification Clause 508. Case - I By Manual Means ii) Bitumen (S-65)

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 Case - I By Manual Means ii) Bitumen (S-65)

EARTHEN SHOULDER:-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.

C.D 1.50,2.0mtrs,Minor Bridge 15.0 mtrs Span and Protection works:-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 deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i) Upto 3.0mtrs Depth

ii) 3.0 mtrs to 6.0mtrs Depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 i) Nominal mix 1:3:6

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 a)Coursed Rubble msonary (first sort) In 1:3 cement mortar

b) Coursed rubble masonry (2nd sort)In cement mortar 1:4

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ii) Sandy material

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 specifications

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20 For 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 R.C.C grade M 20 For nominal mix 1:2:4 (Hand mixed)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 II. Earth filling (For marshy soil)

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 (Nominal mixed)

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11

Providing and laying of an elastometri slal expansion joint complete as per approved drawing and specification to be installed by manufacture/supplier.

Drainage spouts complete as per drawing and technical specification claused 1209.

Providing and laying wire created boulder structure boulder size 22.50cm to 45 cm having 25kg average weight for each i/c dumping/lying in SWG wire mesh of 10cmx10cm(woven diagonally) 4mm dia i/c laying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in- charge and technical specification claused 1301

Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 & Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry. In cement mortar 1:3

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Earthen drain:- Execavation in ordinary rock using manual means including loading in a Truck and carrying of excavated materials to dumping site a lift upto 1.50 mtr and lead upto 20mtrs as per clause 1603.2.

CITIZEN INFORMATORY BOARD: Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.

PMGSY LEGO BOARD AT STARTING,MIDDLE AND END:-P/fixing of typical PMGSY Lego board as per MORD specification and drawing of cast-in-situ RCC post size 25cmx25cmx90cm below G.L and 15cmx 15cmx60cm above G.l and size of board 1x85cmx85cmx7.50cm i/c earth work,finishing with 15 mm plaster 1:4 and neat cement punning. applying priming coat, painting and lettering with approprieate colour with required shade of approved quality of ready mixed paint.

TITLE INFORMATION BOARD OF PMGSY:-P/fixing typical PMGSY informatory sign board as per MORD specificaton and drawing of cast-in- situ RCC( size of RCC post 25 cm x 25 cm x 90 cm below G.L and 15 cmx 15 cm x 245 cm above G.L size of board 2 x 90 cm x 80 cm x7.50 cm i/c earth work, finishing with 15 mm plaster 1:4 and neat cement punning, applying priming coat, painting and lettering with approprieate colour with required shade.

SAFETY DEVICE AND SIGNIN CONSTRUCTION ZONE:- Provision and fixing of traffic signs for limited period at suitable locations 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 carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm 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.

Men at work

Road narrow

Un-even road

Slippery road

Diversion

Do not enter

Speed limit

Routine Maintenance

First Year

Second Year

Third Year

Fourth Year

Fifth Year

Add GST @ 12%

M/S TNT ENTERPRISES