UPGRADATION OF ROAD KHANGRAL SANJAK FROM CLASS-9 TO NHDL SPECIFCATIONS BETWEEN KM 10.000 TO KM 17.950 UNDER 81 RCC/ 16 BRTF PROJECT VIJAYAK IN THE UNION TERRITORY OF LADAKH

Formation Works

Preparation of formation width by cutting of hill slopes to the desired slope depending upon the type of soil (soil/soil mixed with small boulders/ soft rock/ hard rock), including disposal of all excavated materials to the designated sites all as specified in the particular specifications or as directed by the Engineer-in Charge.

Execution of earth work in embankment by filling with earth free from roots etc. spreading in layers not exceeding 30cm including watering and finishing to required slope & level all as specified in Particular Specifications or as directed by Engineer-In-Charge.

Disposal of excavated materials through vehicles upto 10 km initial lead to the designated site all as specified in the particular specifications or as directed by the Engineer-in Charge.

Permanent Works

Excavation in trenches in all type of soils (soil/soil mixed with small boulders/ soft rock/ hard rock) including dressing bottom, sides and disposal of all excavated materials to the designated sites all as specified in the particular specifications or as directed by the Engineer-in Charge.

Providing and laying of plain cement concrete 1:5:10 in foundation or elsewhere including the cost of centering/ shuttering all as specified in the particular specifications or as directed by the Engineer-in Charge.

Providing and laying of plain cement concrete 1:4:8 in foundation or elsewhere including the cost of centering/ shuttering all as specified in the particular specifications or as directed by the Engineer-in Charge.

Providing and laying of plain cement concrete 1:3:6 in foundation or elsewhere including the cost of centering/ shuttering all as specified in the particular specifications or as directed by the Engineer-in Charge.

Dismantling of existing structures and disposal of debris complete in all respects to the entire satisfaction of the Engineer-in-Charge.

Providing and white washing (two coats) prepared by slaking freshly burnt class C lime conforming to IS 712-1964, the quantity of gum to be used shall be @ 4 kg/cum of cream.

Providing and laying of weep holes of size 100mm diameter using PVC pipes ISI marked complete in all respects all as specified in the particular specifications or as directed by the Engineer-in Charge

Providing and fixing of ordinary Km stone complete in all respects all as specified in Particular Specifications or as directed by Engineer-in-Charge.

Providing and fixing of ordinary Sub Km stone complete in all respects all as specified in Particular Specifications or as directed by Engineer-in-Charge.

Providing and fixing of ordinary 5th Km stone complete in all respects all as specified in Particular Specifications or as directed by Engineer-in-Charge.

Providing and laying of Precast Reinforced Cement Concrete Box Culvert of span 3m and 2m height in M50 Grade Concrete having length 10m of shape and size as specified in Drawing / Particular Specifications complete in all respects or as directed by Engineer-in-charge

Providing and construction of Precast Reinforced Cement Concrete Hume Pipes Culverts of 1000mm diameter, including bedding of M15 grade concrete conforming to Clause 2904 and jointing conforming to Clause 2906 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and backfilling complete in all respects all as specified in Particular Specifications or as directed by Engineer-In-Charge.

Surfacing Work

Preparation of sub-grade by excavating upto 20 cm average depth, filling with small stone metal out of excavated material, dressing to required camber or super elevation and consolidating with power roller including disposal of surplus material within a lead of 30 m as specified in Particular Specifications or as directed by Engineer-In-Charge.

Providing and laying of GSB 15cm thick (compacted) with stone aggregate conforming to grading No 1 as per Table-400-1 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) including supply of material, watering and compaction all complete as specified in Particular Specifications and as approved by Engineer-In-Charge.

Scarifying existing bituminous layer as per Clause 305.4.4 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) all as specified in Particular Specifications or as directed by Engineer-In-Charge.

Providing, and laying of Wet Mix Macadam of 75mm compacted thickness conforming to Clause 406 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and all as specified in Particular Specifications or as directed by Engineer-In-Charge.

Providing and applying of Prime Coat by mechanical means conforming to clause 502 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and all as specified in Particular Specifications or as directed by Engineer-In-Charge.

Providing and applying of Tack Coat by mechanical means conforming to Clause 503 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and all as specified in Particular Specifications or as directed by Engineer-In-Charge.

Providing and laying of DBM of 50mm compacted thickness conforming to clause 505 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and all as specified in Particular Specifications or as directed by Engineer-In-Charge.

Providing and laying of Bituminous Concrete of 50mm compacted thickness conforming to clause 507 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and all as specified in Particular Specifications or as directed by Engineer-In-Charge.

Road Furniture and Miscellaneous work

Providing and marking of Centre / Edge line with thermoplastic paint and glass beads with road marking machine conforming to clause 803 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and all as specified in Particular Specifications or as directed by Engineer-In-Charge.

Providing and fixing road Studs of size 100mm x 100mm as per clause 804 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and all as specified in Particular Specifications or as directed by Engineer-In-Charge.

Providing and fixing of Delineators conforming to Clause 806 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) embedded in ground in concrete of M15 Grade and all as specified in Particular Specifications or as directed by Engineer-In-Charge.

Providing and fixing of Warning/ Mandatory road signs post made of MS Angle with Aluminum plates of 600mm size conforming to Clause 801 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) embedded in ground in concrete of M15 Grade all as specified in Particular Specifications or as directed by Engineer-In-Charge.

Providing and fixing Informatory road sign post made of MS Angle with Aluminum plates of 800 x 600mm size conforming to Clause 801 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) embedded in ground in concrete of M15 Grade all as specified in Particular Specifications or as directed by Engineer-In-Charge.

Design and fixing of Overhead gantry of standard size for a road of NHDL specifications conforming to Clause 804 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) complete in all respects all as specified or as directed by the Engineer-in-Charge.