M.T on link road from Pohach Bajowa Dharmai Koti Km 0.0 to 8.480 under NABARD RIDF XXV SH C.O R.wall B.Wall cross Drainage work V .Shape drain C.o essential Parapets and P.L GSB G.II G.III and Tarring in km 0.0 to 8.480

Amount

Excavation in Hilly areas in soil by mechanicall means excavation in soil in hilly area by mechanical means including cutting and trimming of side slopess and disposing of excavated earth with a lift upto 1.5 mtr. and a lead upto 20 mtr. As per technical specification clause 1603.1 including in all leads and lifts as per directioin of Engineer in-Charge.

Earth work in excavation for structure as per drawing & technical specification 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 back filling in trenches with suitable material including all leads and lifts or as per the direction of Engineer - in Charge ( ordinary soil ).

Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing & technical specification clause 802 , 803 , 1202 and 1203 including all leads and lifts or as per the direction of Engineer - in Charge . ( 1 : 4 :8 25 mm )

Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing & technical specification clause 802 , 803 , 1202 and 1203 Nominal mix 1:3:6 (one cement:3sand:6 graded stone agreegate 20mm nominal size) including carriage of materials in all leads and lifts as per directions of the Engineer - in Charge .

Stone masonry in cement mortar for foundation complete as per drawing & technical specification clause 702 , 704 , 1202 and 1203 Coursed rubble masonry ( in cement mortar 1:5 ) including all leads and lifts or as per the direction of Engineer - in Charge

Stone masonry in cement mortar for foundation complete as per drawing & technical specification clause 702 , 704 , 1202 and 1203 Coursed rubble masonry ( in cement mortar 1:3) including all leads and lifts or as per the direction of Engineer - in Charge

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with Cement mortar 1:2 but excluding excavation , protectiom wprk , back filling concrere and masonry work in head walls and parapets clause 1108 , 900 mm dia including all leads and lifts or as per the direction of Engineer - in Charge

Providing and laying over cement concrete bedding as per clause 1303 including carriage of materials in all leads and lifts as per directions of the Engineer - in Charge .

Provding and weapholes in brick masonry/stone masnory, plin RCC abutment, B/wall, R/wall with 100 mm dia PVC pipe extending throufh the full width of the slopes of 1.20 towards drawing free complete as per drawing and T/S classes 614,709,1204.3.7 i/c all leads and lifts.

Providing and laying filter Media with granular crushed agg. As per specification to a thickness of not less than 600mm with smallar size towards the soil and the bigger sixe towards the wall and providing over the entire surface behind retaing wall / breast wall including all leads and lifts as per direction of the Engineer - in - Charge

Prepration of sub grade by dressing to camber ( earth work for the cutting involved for sub grade to be paid separately depending upon the classification of soil including carriage of materials in all leads and lifts as per directions of the Engineer - in Charge .

Consolidation of Sub - grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re-rolling the sub grade including carriage of materials in all leads and lifts as per directions of the Engineer - in Charge .

Construction of granular subbase 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 for Grading I Material including carriage of materials in all leads and lifts as per directions of the Engineer - in Charge .

WBM Grading - II providing & laying spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness , hand packing . Rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber , applying and brooming , stone , sereening to fill up the interstice of coarse aggregate , watering and compacting to required density Grading -2 as per technical specification clause 405( a ) Mech means ( 63 mm to 40 mm size ) including carriage of materials in all leads and lifts as per directions of the Engineer - in Charge .

WBM Grading - III providing & laying spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness , hand packing . Rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber , applying and brooming , stone , sereening to fill up the interstice of coarse aggregate , watering and compacting to required density Grading -3 as per technical specification clause 405 ( a ) Mech means ( 50 mm to 25 mm size ) including carriage of materials in all leads and lifts as per directions of the Engineer - in Charge .

Priming coat:- low porosity providing & appplying 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 kg to 1.00 kg / sqm using mechanical means s per Technical specification clause 502 including carriage of materials in all leads and lifts as per directions of the Engineer - in Charge .

Tack coat :- Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distrbutor at the rate of 0.25 kg to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical specification clause 503 including carriage of materials in all leads and lifts as per directions of the Engineer - in Charge .

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 athree wheel 80-100 kn static roller capacity , finished to required level and grades to be followed by seal coat of either Type A of Type -B or Type - C as per Technical specification clause 508 By machanical Means S-90 or VISCOSITY GRADE-10 including carriage of materials in all leads and lifts as per directions of the Engineer - in Charge .

Seal Coat :- Providing & laying seal coat sealing the voids in a bitumenious surfaces laid to the specified levels , grade and cross fall using Type ' A ' and type C as per as per technical specification clause 510 including carriage of materials in all leads and lifts as per directions of the Engineer - in Charge .

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all leadsand lifts , transporting to site , spreading, gradoing to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification Clause 303.1.

kapoor sanjee

vikas sharma

P K Construction Shimla Pvt Ltd