Construction i/c Metalling and Blacktopping of a road from Tikrikilla (Kodamsali) to Dajugre (5.86 Km) (MG/06/III/07/01) Upgradation

Amount

ROAD WORKS

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 A) In area of non-thorny jungle

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. b) Cement Concrete

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. c) Reinforced Cement Concrete

Removing all types of Hume pipes and stacking within a lead of 1000 m including earthwork and dismantling of masonry works as per Technical specification Clause 202. (B) Above 600 mm to 900 mm dia Hume Pipe

Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved materials obtained from borrow pits with aIl lift and leads upto 1.5m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5

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. (i) Private Land

Granular Sub-base with Well Graded Material (B) By mix in Place Method Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,compacting with smooth wheeled roller to achieve the desired density, complete as per Clause 401

Cement Treated Soil Sub-Base/Base Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404. For 4 per cent quantity of cement by weight of soil

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. (i) Low Porosity I)With bitumen emulsion-CSS-1h

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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of close-graded premix surfacing material of 20 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 By Mechanical Means Bitumen (S-90)

REPAIR OF CD STRUCTURES

Earthwork in excavation of foundation of 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, dressing of sides and bottom and backfilling with approved material I.Ordinary Soil ii Upto 3m Depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification 802, 803, 1202 & 1203 A. With Crushed Stone I. P.C.C M-10, Nominal Mix 1:3:6

Providing concrete for plain/reinforced concrete in open sub-structure complete as per drawing and technical specification 802, 803, 1202 & 1203 A. With Crushed Stone P.C.C M-20

Stone Masonry Work Stone Masonry work in cement mortar 1:4 in sub-structure complete excluding pointing & plastering as per drawing & technical Specification Random Rubble Masonry

Providing and laying of dry rubble flooring complete as per drawings and technical specifications clause 1303.3

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

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

SLAB CULVERT

Earthwork in excavation of foundation of 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, dressing of sides and bottom and backfilling with approved material I.Ordinary Soil ii Upto 3m Depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification 802, 803, 1202 & 1203 A. With Crushed Stone I. P.C.C M-10, Nominal Mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification 802, 803, 1202 & 1203 A. With Crushed Stone III. P.C.C M-20, Nominal Mix 1:2:4

Stone Masonry Work in Cement Mortar in foundation Complete as per drawing & Technical specification clause 702, 704, 1202, 1203

Providing concrete for plain/reinforced concrete in open sub-structure complete as per drawing and technical specification 802, 803, 1202 & 1203 A. With Crushed Stone P.C.C M-20

Stone Masonry Work Stone Masonry work in cement mortar 1:4 in sub-structure complete excluding pointing & plastering as per drawing & technical Specification Random Rubble Masonry

Providing Weepholes in brick/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through full width of structures with slope 1(V):20(H) towards drawing face complete as per drawing and Technical Specification Clause 614, 709, 1204.3.7

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I. Granular Material

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

Providing and Laying Reinforced Cement Concrete in superstructure complete as per drawing and technical specification caluses 800, 1205.4, 1205.5 RCC Grade M 25

Supplying Fitting and fixing TMT Bar reinforcement in super-structure in superstructure complete as per drawing and technical specification clause 1002, 1010, 1202

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

HUME PIPE CULVERT

Earthwork in excavation of foundation of 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, dressing of sides and bottom and backfilling with approved material I.Ordinary Soil ii Upto 3m Depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification 802, 803, 1202 & 1203 A. With Crushed Stone I. P.C.C M-10, Nominal Mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification 802, 803, 1202 & 1203 A. With Crushed Stone III. P.C.C M-20, Nominal Mix 1:2:4

Bedding of Pipe i) Type A (Concrete Cradle) bedding with M15 Grade Cement as per clause 1105 (i)

Providing and laying of dry rubble flooring complete as per drawings and technical specifications clause 1303.3

Providing and laying reinforcec cement concrete pipe NP3 as per design in single row. Providing and layingreinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar and cement mortar 12:2 but excluding excavation, protection work, backfilling, concrete and masonry works in head walls and parapet clause 1106

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

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Construction of Subgrade and earthen shoulder with approved materials obtained from borrow pits with aIl lift and leads, taansporting to site, spreading , grading to required slope and compacting to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 i) Private Land

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

Protection Work

Earthwork in excavation of foundation of 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, dressing of sides and bottom and backfilling with approved material I.Ordinary Soil ii Upto 3m Depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification 802, 803, 1202 & 1203 A. With Crushed Stone I. P.C.C M-10, Nominal Mix 1:3:6

Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 Random rubble masonry in case of stone pitching laid with cement mortar (1:5)

DRAIN

Earthwork in excavation of foundation of 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, dressing of sides and bottom and backfilling with approved material I.Ordinary Soil ii Upto 3m Depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification 802, 803, 1202 & 1203 A. With Crushed Stone I. P.C.C M-10, Nominal Mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification 802, 803, 1202 & 1203 A. With Crushed Stone III. P.C.C M-20, Nominal Mix 1:2:4

Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204 RCC Grade M 20

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. By Mechanical Means

Road Logo, other Road Furniture including Road safety signs

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 75mm 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 coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1701.

Providing and fixing " MAINTENANCE INFORMATION BOARD" Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. One Single MS Plates of 1.6 mm thick welded with MS angle iron frame of 25mm x 25mm x 5mm 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 leve. 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.

Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm 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 posts 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 coloue. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701.

Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: 8 and fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone (Precast)

Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: 8 and fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703 i) 5th Kilometer Stone (Precast)

Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 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) 60cm equilateral triangle

iii) 60cm circular

iv) 800 mm x 600 mm rectangular

v) 600 mm x 450 mm rectangular

vii) 90cm octagonal

ii. 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 sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.

Road Marking 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

Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2

Provision of Rumble stripes covered with premix carpet 15.2mm high and 250mm wide placed at 1m centre to centre at approved location to control speed, marked with white stripes of road marking paint

(a) OGPC

(b) Painting

Good and Service Tax (18%)

Five Years Maintenance

Maintenance for 1st Year

Maintenance for 2nd Year

Maintenance for 3rd Year

Maintenance for 4th Year

Maintenance for 5th Year

Maintenance for 6th Year Renewal Plan

Brusellish Chada Marak