Construction i/c Metalling and Blacktopping of a road(Balance Work)

Amount

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 Qty. as per Statement No.I Rate as per SOR PMGSY - 2010-11

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 Qty. as per Statement No.I Rate as per SOR PMGSY - 2010-11

(i) Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. Qty. as per Statement No.I Rate as per SOR PMGSY - 2010-11

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 Rate as per SOR PMGSY - 2010-11

(ii) 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. Rate as per SOR PMGSY - 2010-11

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 ii) For Grading II Material Rate as per Analysis No.IV

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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. Rate as per Analysis No.IV

2) Grading -II (A) By Manual Means

3) Grading –III (A) By Manual Means.

Pavement Work

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 Rate as per Analysis No.IV

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Rate as per Analysis No.IV

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 (I) S-90 Bitumen Rate as per Analysis No.IV

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 B) By Mechanical Means Case –III : Type C (I) S-90 Bitumen Rate as per Analysis No.IV

Line Drain Work

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Rate as per SOR PMGSY - 2010-11

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (I.) In 1:3 cement mortar Rate as per SOR PMGSY - 2010-11

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 Rate as per SOR PMGSY - 2010-11

Unline Drain Work

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. Qty. as per Statement No. II Rate as per SOR PMGSY - 2010-11

Traffic Signs and Other Road Appurtenances

Kilometer Stone Reinforced cement concrete M 15 grade kilometer stone / local ………………….. Specification Clause 1703. Qty. as per Statement No. III Rate as per SOR PMGSY - 2010-11 ii) Ordinary Kilometer Stone (Precast)

iii) 200 m stoe (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 Qty. as per Statement No. III Rate as per SOR PMGSY - 2010-11

vi) 600mm x 600mm square

ii) 600mm equilateral triangle

Breast Wall

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bo I. Ordinary Soil

Providing concrete (P.C.C grade M 10) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (I) P.C.C grade M 10. (i) Nominal mix 1:3:6 Rate as per SOR PMGSY - 2010-11

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III.Random rubble masonry (iii).In cement mortar (1:5)

Providing weep holes in Stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1 (V):20(H) towards drawing face complete as per drawing and technical specifications clauses 614, 709, 1204.3.7 of Specification of Rural Roads

Pointing with Cement Mortar (1:3) 15 mm thick on stone work/Brick work as per drawing and technical specifications clauses 613.3 & 1204.complete.

Retaining Wall

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bo I. Ordinary Soil

Providing concrete (P.C.C grade M 10) for plain concrete in open foundations including cost of form work as & where necessary,curing complete as per drawing and Technical specifications clauses 802, 803, 1202 & 1203 of specification of Rural Roads.

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III.Random rubble masonry (iii).In cement mortar (1:5)

Providing weep holes in Stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1 (V):20(H) towards drawing face complete as per drawing and technical specifications clauses 614, 709, 1204.3.7 of Specification of Rural Roads

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

Pointing with Cement Mortar (1:4) 15 mm thick on stone work/Brick work as per drawing and technical specifications clauses 613.3 & 1204.complete.

Pointing with Cement Mortar (1:3) Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 Rate as per SOR PMGSY - 2010-11

Hume Pipe Culvert

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Qty. as per Statement No.VII Rate as per SOR PMGSY - 2010-11

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 Qty. as per Statement No. VII Rate as per SOR PMGSY - 2010-11

Bedding for pipe (i) Type A(Concrete cradle) Bedding Laying Concrete cradle with M15 Grade cement concrete as per Clause 1105(i) Qty. as per Statement No. VII Rate as per SOR PMGSY - 2010-11

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (I) Coursed rubble masonry(First sort) (ii) In 1:4 cement mortar Qty. as per Statement No. VII Rate as per SOR PMGSY - 2010-11

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 Qty. as per Statement No. VII Rate as per SOR PMGSY - 2010-11

Toe Wall

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Qty. as per Statement No. VII Rate as per SOR PMGSY - 2010-11

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 Qty. as per Statement No. VII Rate as per SOR PMGSY - 2010-11

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.(I) Coursed rubble masonry(1st sort) (ii) In 1:4 cement mortar Qty. as per Statement No. VII Rate as per SOR PMGSY - 2010-11

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 Qty. as per Statement No. VII Rate as per Analysis No.IV

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I Stone/Boulder Qty. as per Statement No. VII Rate as per Analysis No.IV

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 I. Rubble stone laid in cement mortar 1:3 Qty. as per Statement No. VII Rate as per SOR PMGSY - 2010-11

R C C Bridge

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Qty. as per Statement No.VIII Rate as per SOR PMGSY - 2010-11

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. R.C.C. grade M 25 Rate Height upto 5 - 10m Qty. as per Statement No.VIII Rate as per SOR PMGSY - 2010-11

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 Qty. as per Statement No.VIII Rate as per SOR PMGSY - 2010-11

Cost of Maintenance of road for 5 Years

For 1st year

For 1st year

For 3rd year

For 4th year

For 5th year