Upgradation of balance work of road from Randakdaji Jawalapora Waterhail Gaffarabad via Samsan upto Yarikhah

Amount

Retaining Walls/Breast /Protection Walls

Earth work in excavation by Mannual means over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan)including disposal of excavated earth, lead upto 50mand lift upto 1.50 m or as directed by Engineer Incharge at site.

Providing and laying of stone soling hand packed incl. ramming , watering all leads, lifts and carriage upto Site of work complete.

P/L in position cement conc. of specified grade excluding the cost of centering and shuttering. All work upto plinth level. 1:4:8(1cement:4 coarse sand : 8 crushed graded stone agg. 40 mm size crushed) incl.carriages of all materials involved.

P/L cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or laces, courses, parapets coping , bed blocks, anchor blocks, plain window sills, fillets etc upto floor-V-level. excl. cost of centering/shuttering & finishing (1:3:6) mix 1: cement:3 course sand:6 graded stone aggregates : 40 mm nominal size crushed. incld. All carriages and leads, lifts ,complete

P/L cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or laces, courses, parapets coping , bed blocks, anchor blocks, plain window sills, fillets etc upto floor-V-level. excl. cost of centering/shuttering & finishing (1:2:4) mix 1: cement:2 course sand:4 graded stone aggregates : 20 mm nominal size crushed.

Centering & shuttering, including strutting, propping etc and removal of same in retaining walls, return walls (any thickness) incl. attached pillasters, buttresses, plinth & string courses etc,

Supply & filling of GSB with nallah agg. 90mm (back filling) incld. ramming dressing incld. All carriages and leads, lifts ,complete

P/F of PVC 100 mm dia (Prince make ) for weep holes of standard quality

Cement Concrete drain

Earth work in excavation by Mannual means over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan)including disposal of excavated earth, lead upto 50mand lift upto 1.50 m or as directed by Engineer Incharge at site.

Providing and laying of stone soling hand packed incl. ramming , watering incld. All carriages and leads, lifts ,complete

P/L in position cement conc. of specified grade excluding the cost of centering and shuttering. All work upto plinth level. 1:4:8(1cement:4 coarse sand : 8 graded stone agg. 40 mm size crushed) incld. All carriages and leads, lifts ,complete

P/L in position of specified grade of cement concrete excluding the cost of centering and shuttering finishing and reinforcement. All work upto plinth level. 1:2:4(1cement:2 coarse sand : 4 graded stone agg. 20 mm size crushed) incld. All carriages and leads, lifts ,complete

P/L in position cement conc. of specified grade of reinforcement cement concrete excluding the cost of centering and shuttering finishing and reinforcement. All work upto plinth level. 1:2:4(1cement:2 coarse sand : 4 graded stone agg. 20 mm size crushed) incld. All carriages and leads, lifts ,complete

Centring and shuttering incl. strutting, proping etc and removal of form work:-

Foundation footings, basis of columns etc

in suspended floors, roofs, landings, balconies and access platform.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg)finished with a floating coat of neat cement incl. cement slurry, but incl. the cost of nosings of steps etc. complete. 50mm thick with 20 mm nominal size stone agg. Crushed incld. All carriages and leads, lifts ,complete

Reinforcement for R.C.C work, including straightening, cutting, bending, placing in position and binding all complete. thermo mechinacally treated bars, including all carriages of material involved.

RCC Culvert

Earth work in excavation by Mannual means over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan)including disposal of excavated earth, lead upto 50mand lift upto 1.50 m or as directed by Engineer Incharge at site.

Providing and laying of stone soling hand packed incl. ramming , watering all leads, lifts and carriage upto Site of work complete.

P/L in position cement conc. of specified grade excluding the cost of centering and shuttering. All work upto plinth level. 1:4:8(1cement:4 coarse sand : 8 crushed graded stone agg. 40 mm size crushed) incld. All carriages and leads, lifts ,complete

P/L in position cement conc. of specified grade of reinforcement cement concrete excluding the cost of centering and shuttering finishing and reinforcement. All work upto plinth level. 1:1.5:3(1cement:1.5 coarse sand : 3 graded stone agg. 20 mm size crushed) incld. All carriages and leads, lifts ,complete

P/L in position cement conc. of specified grade in walls excluding the cost of centering and shuttering with 1:2:4(1cement:2 coarse sand : 4 crushed graded stone agg. 40 mm size crushed) incld. All carriages and leads, lifts ,complete

Centering & shuttering, including strutting, propping etc and removal of same in retaining walls, return walls (any thickness) incl. attached pillasters, buttresses, plinth & string courses etc,

Centering & shuttering, including strutting, propping etc and removal of same in suspended floors, roofs, landings, balconies and access platform.

Reinforcement for R.C.C work, including straightening, cutting, bending, placing in position and binding all complete. thermo mechinacally treated bars, incld. All carriages and leads, lifts ,complete

Supply & filling of nallah boulder behind abutts incld. ramming dressing incld. All carriages and leads, lifts ,complete

Supply & filling of GSB behind abutts incld. ramming dressing incld. All carriages and leads, lifts ,complete

Prepration of sub-grade by excavating earth to an Av. 22 cm depth dressing to camber & consolidation with PRR incl. making good the undulations etc. and disposal of surplus earth.

P/L of Granular sub base course (GSB) with nallah agg. size 90 mm incl. consolidation with 80-100 KN road Roller to the required gradient camber and density incl. stacking leads, lifts carriages complete job.

Supplying and stacking of graded stone aggregate at Site of size 63 mm to 45 mm (excl. carriages) Quarry crushed

Supplying and stacking of stone screenings / chippings at Site excl. carriages.

13.2 mm nominal size (Type -A)

Supplying & stacking of dust at Site excl. carriage

Laying Water Bound Macadam with specified stone aggregate 63 mm to 45 mm size stone screening 13.2 mm size and binding material incl. screening sorting, spreading to template and consolidation with PRR of 8-10 Tonne capacity etc. complete (Payment for stone agg. screenings, dust etc to be made separately )

Carriage of different materials by Machanical Transport incl. loading, un-loading & stacking in all terrians

Stone agg. 63-45 mm size from Wuyan Av.44.00 Kms lead

Stone screening size range 13.2 mm from Budgam Av.11.00 Kms lead

Stone dust / binding material from Budgam Av. 11.00 Kms lead.

Providing , laying , spreading and compacting granded stone aggregate to wet mix macadam as per MOST/MORTH/IRC specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site , laying in uniforms in sub-base/base copurse on well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density (75 mm compacted thick)

Providing & applying tack coat using hot straight run bitumen of VG-10 grade including heating the bitumen spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface to remove all dirt, dust, mud etc and finally brooming the surface as per required specifications. on WBM surface @ 0.75 Kgs/sqm.

P/L 75 mm thick compacted premix bituminous macadam base coarse with stone aggregate of quality size and grading as specified in MOST specifications and straight run bitumen of VG-10 grade @ 3.3% by weight of total mix incl. hot mixing of stone agg. and bitumen in hot mix plant , transporting and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density incl. cost and carriage of all materials involved from source upto site of work complete

P/L of 25 mm thick compacted semidense bitumenious concrete using crushed aggregate satisfying the gradation set out in MOST specifications with 5% binder content (by weight of total mix) bitumen of VG-10 grade @ 2.88 kgs/sqm with the aid of hot mix plant and paver finisher including rolling with 8 to 10 tonnee capacity road roller to achieve the required compaction and density [with bitumen VG-10 grade(quarry)] incl. rolling and finishing complete and incl. cost and carriage of all materials involved from source upto site of work complete.

P/L of 6 mm thick compacted seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve, with bitumen 128 Kg of bitumen of VG-10 grade per cubic meter of fine aggregate (0.768 kg. of bitumen per square meter) and 0.60 cum of fine aggregate /100 sqm of road surface incl. rolling and finishing complete as per MOST specifications incl. cost and carriage of all materials involved from source upto site of work complete.

Providing and laying of RCC spun pipes for cross drainages incl. excavation of trenches upto required depth and jointing of pipes with cement slurry and jute yarn incl. all carriages and providing of proper cushion over the pipe surface complete (pipes to be laid at different spots) incl. cost of pipes complete incl. dewatering if any.--- (Pipes shall be supplied departmentally)

12 " dia RCC spun pipes

16 " dia RCC spun pipes

18 " dia RCC spun pipes

24 " dia RCC spun pipes

GRG Infracon Private Limited