Construction i/c Metalling and Blacktopping of a road from Dorangre(Dorrangre) to Nangalbibra (5.00 Km) i/c bridge 25.84m span (MG/07/03/05) Upgradation

Amount

Site Clearance

Clearing and grubbing of Road land including up rooting rank vegetation grass, bush, shrubs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness as per Technical Specifications Clause 201. (I) By Manual Means- (a) In area of non thormy jungle

Dismantling Stone Masonry

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar

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. Above 600 mm to 900 mm dia Hume pipe

Construction of embankment

Construction of embankment with material obtained from Roadway Cutting ,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5. (b) Roadway Cutting

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 for disposal

Turfing with Sods

Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.

Granular Sub Base

(A) By mix in Place Method 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. (II) For Grading II Material

Water Bound Mecadam Grading-II & 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/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. Using Stone Screening:

2) Grading-II (A) By manual Means

3) Grading-III (A) By manual means

Bituminous Work

Prime-Coat ( I) Low porosity Providing and applying primmer coat with bitumin emultion (SS-1) on prepared surcafe 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 Clause 502.

Tack-coat (III) Providing and applying tack coat with bitumin emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification clause 503.

20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 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. Case-II By Mechanical Means (i) Bitumen (S-90)

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 B) By mechanical means. Case II Type-B (i) Bitumen (S-90)

Trafic - Signs B. Semi Reflective Traffic Signs (1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated 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 x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801

(i) 60 cm equilateral triangle

(iii) 60cm circular

(iv) 80cm x 60cm rectangular. (Informatory)

Kilometer Stone Reinforce cement concreter M15 grade kilometer 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)Ordinary Kilometer Stone (precast)

(ii) 5 Kilometer Stone (precast)

(iii) 200 m Stone (precast)

Referance Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Providing and Fixing 'Logo' board of PMGSY Project 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 will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle 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 embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1

Providing and Fixing Citizen information ,Title Information and Maintanance Board of PMGSY Project 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 will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle 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 embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1

Pucca Drain in Stone Masonary 1:4 length of 87.22 m

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides complete (I) Ordinary Soil ii) 3.0

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Levelling course below wall and Wearing layer inside drain

Stone Masonry Work in cement mortar Substructure complete as per drawing and technical specification Clause 702,704,1202 and 1204. Stone Masonry in 1:4 cement mortar Drain

Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification

Surface Drain in Soil

Construction of unlined surface drain of average cross sectional area of 0.4 sqm in soil to specified grade and line as per Cl. 307 (I) Manual means

SINGLE HUME PIPE CULVERTS (With Catchpits) : 3 Nos

Earthwork in Excavation for Structures Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling in trenches with excavated suitable materials

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Levelling course below wall

Back filling in foundation trenches as per drawing and technical speceifications Cl 1108.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B)1000 mm dia

Stone MasonaryWork in cement mortar in fHead walls Substructure complete as per drawing and technical specification Clause 1109 Stone Masonry in 1:5 cement mortar

Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification

Providing laing Filter media with granular crushed aggregate behind abutments Complete as per drawing and technical specification.

SINGLE HUME PIPE CULVERTS (Without Catchpits) : 2 Nos.

Earthwork in Excavation for Structures Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling in trenches with excavated suitable materials

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Levelling course below wall

Bedding for Pipe ii) Type B (First class bedding) Laying Concrete Craddle bedding on with M15 grade of concrete as per Clause 1105(i) Bedding

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B)1000 mm dia

Stone MasonaryWork in cement mortar in foundation of complete as per drawing and technical specification Clause 1109 Stone Masonry in 1:4 cement mortar

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification

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

DOUBLE HUME PIPE CULVERT- 1No

Earthwork in Excavation for Structures Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling in trenches with excavated suitable materials

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Levelling course below wall

Bedding for Pipe ii) Type B (First class bedding) Laying Concrete Craddle bedding on with M15 grade of concrete as per Clause 1105 (i) Bedding

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (B)1000 mm dia

Stone Masonry Work in cement mortar Substructure complete as per drawing and technical specification Clause 702,704,1202 and 1204. Stone Masonry in 1:5 cement mortar Headwalls & G walls

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification

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

1.5 m SPAN SLAB CULVERT: 2 Nos

Earthwork in Excavation for Structures Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling in trenches with excavated suitable materials

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Levelling course below wall

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

Plain/Reinforced concrete in open foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Nominal mix (1:2.5:5)

Plain/Reinforced concre in sub structure with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Nominal mix (1:2.5:5)

Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Stone MasonaryWork in cement mortar in foundation of complete as per drawing and technical specification Clause 1109

in Abutments

In Return walls

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

20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 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.

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 B) By mechanical means.

Plain/Reinforced Cement Concrete in Super Structure complete as per Drawing and Technical Specifications.in RCC M20

Drainage Spouts complete as per drawing and Technical specification

3.0 m SPAN SLAB CULVERT: 1 No.

Earthwork in Excavation for Structures Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling in trenches with excavated suitable materials

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Levelling course below wall

Plain/Reinforced concre in sub structure with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Nominal mix (1:2.5:5)

Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

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

Plain/Reinforced Cement Concrete in Super Structure complete as per Drawing and Technical Specifications.in RCC M20

Drainage Spouts complete as per drawing and Technical specification

20 mm Joint filler

PCC M15 levelling course below approach slab

RCC M25 approach slab including reinforcement and form work

Construction of RCC Railing in M25 grade in cast in situ

Providing CC Wearing Coat

4.0 m SPAN SLAB CULVERT: 1 No.

Earthwork in Excavation for Structures Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling in trenches with excavated suitable materials

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Levelling course below wall

Plain/Reinforced concre in sub structure with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Nominal mix (1:2.5:5)

Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

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

Plain/Reinforced Cement Concrete in Super Structure complete as per Drawing and Technical Specifications.in RCC M20

Drainage Spouts complete as per drawing and Technical specification

20 mm Joint filler

PCC M15 levelling course below approach slab

RCC M25 approach slab including reinforcement and form work

Construction of RCC Railing in M25 grade in cast in situ

Providing CC Wearing Coat

PROTECTION WORKS : Construction of SM Retaining Walls - 3.8 m high 24 m

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides complete (I) Ordinary Soil ii) 3.0

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Levelling course below wall

Stone Masonry Work in cement mortar Substructure complete as per drawing and technical specification Clause 702,704,1202 and 1204. Stone Masonry in 1:4 cement mortar

Retainingwall

Guardwalls

Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification

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

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

PROTECTION WORKS : Construction of SM Retaining Walls - 4.6 m Height 54 m

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides complete (I) Ordinary Soil ii) 3.0

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Levelling course below wall

Stone Masonry Work in cement mortar Substructure complete as per drawing and technical specification Clause 702,704,1202 and 1204. Stone Masonry in 1:4 cement mortar

Retainingwall

Guardwalls

Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification

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

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

LS Bridge 25.84m span at Ch:1925m

Excavation for Structures 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. Ordinary Soil i) Upto 3m depth

ii) 3m to 6m depth

Ii. Ordinary rock not requiring Blasting i) Upto 3m depth

Providing and laying of PCC M15 levelling course 100mm thick in open foundation II. PCC Grade M-15 (Levelling Course)

Plain/Reinforced concrete in Open Foundation as per drawing and specification RCC M25

Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

SUBSTRUCTURE

Plain/Reiforec concrete in Substructure complete as per Drawing and specification RCC M-25 i)Using Concrete Mixer

Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting and fixing in position true to line and level Roller Rocker Bearing conforming to IRC 83 Section IX and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.

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 specification Clauses 614, 709, 1204.3.7

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

1) Sandy materials

Ii) 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

SUPERSTRUCTURE

Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. RCC M-25

Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202

Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

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

Drainage Spouts complete as per drawing and technical specifications Clause 1209

P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.

Reinforced Cement Concrete M-25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Providing Laying Buried Expansion joint covered with 12 mm thick ,200 mm wide galvanised weildable structural steel mplate as per IS 2062 placed symmetrical to the cener line of the joint weilding of 8 mm dia 100mm long galvanised nails spaced 1at 300 mm c/c along trhe cL of the plate as per technical specification cl 1207.2.3

Filler Joint

Providing and fixing 2 mm thick corrugated copper plate in expansion joint as per drawing and technical specifications Clause 1207.2.2

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixedends of simply supported spans,covered with sealant complete as per drawing and technical specification.

Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.

White Washing of Parapet Walls White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scapping, etc. as pre technical specification Clause 1915

PROTECTION WORK

Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Maintenance

1st Year

2nd Year

3rd Year

4th Year

5th Year

6th Year Renewal Plan