AS01216

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 alead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification claues 201. i) By Manual Means A. In area of non-throny jungle

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From private land

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 (including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From private land

Providing and applying primer coat with bitumen emulsion 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 B. Primer@ 1.00kg sqm with bitumen emulsion CSS-1h

Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. with bitumen emulsion CRS-1

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 508.2 OGPC (Cold mix)

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 By Mechanical means: Case - III : Type C Bitumen (S-65)

Stone masonry work in cement mortar in foundation complete as per drawing and technical specification Clause 702,704,1202 & 1203 in 1: 4 Cement mortar

Pile load test on single vertical pile in accordance with IS:2911 a) Initial and routine load test

Supplying fitting and placing uncoated TMT bar reinforcement in foundation comptete as per drawing and technical specificationsclauses 1100, 1500& 1700 b) with TATA make TMT rebar

Plane/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork of MORTH section no 1500 1700 & 2200 E) a) RCC Grade M30 I) height upto 5m Case -l:Using concrete mixer

Supplying fitting and placing TMT bar reinforcement in substructer complete as per drawing and technical specification of MORTH section no 1600, 2200 b) With TATA make TMT reber

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-I) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Furnishing and placing Reiforced/Prestressed cement concrete in superstrucure as per drawing and Technical Specification including steel shuttering formwork B. RCC Grade M35 case l: Using Concrete Mixer b)Height 5m to 10m .

Reinforcement in super structure supplying , fitting and placing TMT bar reinforcement in super structure including splicing complete as per drawing technical specification 1600 of MORTH specification of roads and bridge works for superstructure work. With TATA TMT rebar

Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification 2702 of MORTH specification of road and bridge work

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surfaces of the deck concrete, welding of 8mm dia, 100mm long galvanized nails spaced 300mm C/C along the center line of the plate , all as specified in clause 2604.)

Drainage spouts complete as per drawing and technical specification Clause 2705 of MORTH Specification of roads and bridge work for superstructure work.

Providing and laying pitching on slopes laid prepared filter media including boulder apron laid in dry in front of toe of embankment complete as per drawing and technical specifications

Providing and laying filter material underneath pitching in slopea complete as per drawing and technical specification

Providing and laying bolder apron on river bed for protevtion against scour with stone boulders weighing not less then 40 Kg each complete as per drawing and technical specification

Kilometer Stone (Precast) Reinforced cement concret M-15 grade kilometre stone/local stone of standard design as per IRC :8 fixing in position including painting and printing and Technical Specification Clause 1703. ii) 5th Kilometre Stone (precast)

Reinforced cement concret M-15 grade kilometre stone/local stone of standard design as per IRC :8 fixing in position including painting and printing and Technical Specification Clause 1703. ii) Ordinary Kilometre Stone (precast)

Reinforced cement concret M-15 grade kilometre stone/local stone of standard design as per IRC :8 fixing in position including painting and printing and Technical Specification Clause 1703. iii) 200 m Stone (precast)

Providing & fixing retro- reflectoeised cautionary madatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting . 1.5mm thick supported on a mild steel angle iron post 75mm X 75mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cemenr concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawing and technical specification Clause 801 (vi) 600X600mm Square

Providing & fixing retro- reflectoeised cautionary madatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting . 1.5mm thick supported on a mild steel angle iron post 75mm X 75mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cemenr concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawing and technical specification Clause 801 (ii) 600 mm equilateral triangle

Providing & fixing retro- reflectoeised cautionary madatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting . 1.5mm thick supported on a mild steel angle iron post 75mm X 75mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cemenr concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawing and technical specification Clause 801 (iii) 600 cm circular

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 5m 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 Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6 mm thick MS sheet duly welded with 5mm thick steel plate back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level.The 2 nos.steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes post duly welded to vertical tubes. 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 Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6 mm thick MS sheet duly welded with 5mm thick steel plate back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level.The 2 nos.steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes post duly welded to vertical tubes. 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 Maintenance Information Board

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. (A) By Mix in Place Method Granular Sub-base with Well Graded Material, Qnty = (4775*3.75*.20)+2.5% extra widening at curves, junction points etc.

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. 3) Grading-III (B) By Manual Means

Guard post : Supplying , fitting and fixing RCC guard post 150cm long erected 75cm above ground and 755cm below the ground with M15 grade(nominal mi 1:2:4 with broken stone stone aggregate upto 20mm size)…

Sri Debadib Das