Permanent Restoration of works a)Nagam Gojipathri Nilnag Road,Package No.Jk0254 b)Loolipora to Banjerwani Road,Jk02-142 c)Bonyan to Kutibal, Jk0297 d)Chadoora(Hanjoora) to Brenwar Road,Pk No Jk0296 e)Watakaloo Wagindarwan Road,Pk No 143

(A) - Nagam - Nilnag - Gogjipathri Road,Jk02-54

Part 1 - CRATEWORK (RD 2.600km)

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil (Finished work to be measured)

Handpacked Quarry stones in wire crates(RRM) including cost of crates stones and all carriages involved complete job.Providing and laying of quary stones laid in wire crates with 4 mm dia Black Anealed wire conforming to IS 280 and IS 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with quary stones as per drawing and technical specifications Clause including all carriages (for 38km approx) and costs of materials involved.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 . 1. Granular material

Part 2 - CRATEWORK (RD 1.600km)

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil (Finished work to be measured)

Handpacked Quarry stones in wire crates(RRM) including cost of crates stones and all carriages involved complete job.Providing and laying of quary stones laid in wire crates with 4 mm dia Black Anealed wire conforming to IS 280 and IS 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with quary stones as per drawing and technical specifications Clause including all carriages (for 38km approx) and costs of materials involved.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 1. Granular material

Part 3 - PCC Drain (RD 14.500km)

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil :

Laying (First Class Type B) bedding on well compacted sand, moorum or approved granular material as per clause 1105 (ii) (complete job to be measured)

CEMENT CONCRETE (CAST-IN-SITU) Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

CEMENT CONCRETE (CAST-IN-SITU) Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.3 1:2:4 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Carriage For Cement (15-20km approx)

Carriage For CA and FA (15-20km approx)

Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

(B) - Loolipora to Banjarwani Road,Jk02142.

Part 1 - CRATEWORK (RD 2.700km)

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil (Finished work to be measured)

Handpacked Quarry stones in wire crates(RRM) including cost of crates stones and all carriages involved complete job.Providing and laying of quary stones laid in wire crates with 4 mm dia Black Anealed wire conforming to IS 280 and IS 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with quary stones as per drawing and technical specifications Clause including all carriages (for 38km approx) and costs of materials involved.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 1. Granular material

Part 2 - CRATEWORK (RD 3.150km)

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil (Finished work to be measured)

Handpacked Quarry stones in wire crates(RRM) including cost of crates stones and all carriages involved complete job.Providing and laying of quary stones laid in wire crates with 4 mm dia Black Anealed wire conforming to IS 280 and IS 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with quary stones as per drawing and technical specifications Clause including all carriages (for 38km approx) and costs of materials involved.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 1. Granular material

Part 3 - RETAINING WALL

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed

Supply of stone soling and dumping/laying on horizontal level

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand)

Dry random rubble masonry with hard stone in foundation and plinth source to site of work with all leads, lifts, loading, unloading, and octori.(Finished work to be measured).

Backfilling (Granular Material) behind abutment, wing wall and return wall complete as per drawings & technical specification

Providing PCC M20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification cl 615,710 & 1204.3.11

Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) 13.42.1 Flush/Ruled Pointing

(C) Bonyan kutibal,Jk02-97.

Part -1 {Protection work, Length -13 Rm}

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres in all kinds of soils. .

Providing and laying of Boulder APRON Laid in wire Crates with 4 mm dia black anealled wire conforming to IS 280 and IS 4826 in 100mmx100mm mesh laid with stone boulders weighing not less than 25kg each as per technical specifications including cost and carriage of all materials complete job.(pmgsy sor)

Backfilling behind abutment ,wing walls and return walls complete as per drawing and technical specifications(Granular Material) incl cost and carriage of material.

Part -2 {PCC Drain, Length - 100 M at RD 2040 M}

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres (JKSOR 2.9)

supply of stone soling and dumping/laying on horizontal level

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.7 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.2 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

Part - 3 Pipe Cut (600mm)

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres (JKSOR 2.9)

supply of stone soling and dumping/laying on horizontal level

RCC PIPE 600mm dia NP-3 Spigot

Backfiling behind abutment, wing wall and return wall complete as per drawings & technical swoification Clause 1204.3.8 (Pmgsy 12.10)

Carriage of stone aggregate and sand.

(D) Hanjura(Chadoora) to Brenwar,Jk02-96

Part 1 - Pavement

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 Using naturally occuring gravel

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. By mechanical Means

Part - 2 {Protection work, Length -13 Rm RD 500 & 1790m}

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed

supply of stone soling and dumping/laying on horizontal level

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand)

Dry random rubble masonry with hard stone in foundation and plinth source to site of work with all leads, lifts, loading, unloading, and octori.(Finished work to be measured).

Backfilling (Granular Material) behind abutment, wing wall and return wall complete as per drawings & technical specification

Providing PCC M20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification cl 615,710 & 1204.3.11

Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) 13.42.1 Flush/Ruled Pointing

Part -3 {PCC Drain, Length - 20 M at RD 1790 M}

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres (JKSOR 2.9)

supply of stone soling and dumping/laying on horizontal level

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.7 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns

Carraige of stone aggregates and sand for about a lead of 17 km by mechanical transport

(E) Watkulu to Wagnidarwan,Jk02-143.

Part - 1 {Protection work, Length -13 Rm}

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres in all kinds of soils. .

Providing and laying of Boulder APRON Laid in wire Crates with 4 mm dia black anealled wire conforming to IS 280 and IS 4826 in 100mmx100mm mesh laid with stone boulders weighing not less than 25kg each as per technical specifications including cost and carriage of all materials complete job.(pmgsy sor)

Backfilling behind abutment ,wing walls and return walls complete as per drawing and technical specifications(Granular Material) incl cost and carriage of material.