Balance Work for the Construction and Maintenance of Road from L031 Mahan to Banjal (Stage-II), Package No- JK07-219, Phase-XII, Block Lohai Malhar, District Kathua (Length - 23.817 Kms)

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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material up to 3 m depth. All Kind of Soil

Providing and Laying plain concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 and 1203. PCC grade M-10 including all carriages of Materials by MT, leads and lifts etc complete.

Providing and Laying Plain cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 &1204 for height up to 5mtr. PCC grade M-15 including all carriages of Materials by MT, leads and lifts etc complete.

Providing and Laying Plain cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 &1204 for height up to 5mtr. PCC grade M-20 including all carriages of Materials by MT, leads and lifts etc complete.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses 800,1205.4,&1205.5 R.C.C. M-25 including all carriages of Materials by MT, leads and lifts etc complete.

Providing and laying of Gabion laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mm x 100 mm mesh ( woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing & technical specifications, Clause 1301 including all carriages of materials by MT, leads and lifts etc. Complete.

Providing and Laying Polygonal random rubble masonry uncoursed/ brought to course, in 1cement : 5 fine sand mortar with nallah stones in sub- Structure , including leveling up at specified level with M-5 nominal mix (Maximum size of stone aggregates 20mm nominal) concrete including cost of through/ bond stones including all carriage of material in all leads and lifts complete.

Providing and Laying Polygonal random rubble masonry un coursed /brought to course laid dry with nallah stone in foundation and plinth including cost of through / bond stones including all carriage of material in all leads and lifts complete.

Back filling with stone behind abutment / wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 Iincluding all carriage of material by MT in all leads and lifts complete.

Supplying , fitting & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications clauses 1002,1010 and 1202 including all carriages of all material by Machanical Transport handling and rehandling complete.

Construction of Granular Sub Base by providing well graded material spreading in uniform layers with moter grader on prepared surface by mix in place method with rotavator at OMC and compacting with smooth wheel ruler to achieve desired density complete as per technical specification Clause 401. For grading1st material including all carriage of material in all leads and lifts complete.

WBM Grade-II Providing and laying, spreading compacting stone aggregates of specified 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 screening binding material to fill up the interstices of course aggregates watering and compacting to required density grading II as per technical specification clause 405.(75 mm Thickness) including all carriage of material in all leads and lifts complete.

Providing and applying 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 – 1.0kg/sqm. Using mechanical means as per technical specifications clause 502 (low porosity) including all carriage of material in all leads and lifts complete.

Providing and laying 50 mm thick bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. including all carriage of material in all leads and lifts complete.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributed at the rate of 0.20-0.30 Kg/sqm on the prepared/primer coat as per technical specification clause 503 including all carriage of material in all leads and lifts complete.

20mm thick open graded premix carpet using bituminous (penetration grade/ modified bitumen) binder and rolling with smooth wheel 80-100 KN static roller capacity, finished to required level and grade to be followed by seal coat of Type B as per Technical Specification Clause 508 by mechanical means (Bitumen S-90) including all carriage of material in all leads and lifts complete.

Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and Cress fall type b as per technical specification clause 510 including all carriage of material in all leads and lifts complete.

Construction of Sub grade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1including all carriage of material in all leads and lifts complete.

Reinforcement cement concrete M-15 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.

5th Kilometer Stone (Precast)

Ordinary Kilometer Stone (Precast)

200 Mtr Stone (precast)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of encapsulate lense type reflective sheeting vide clauses 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angel iron post 75mm 75mm 6mm firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450mm 600mm, 600mm below ground level as per drawings and technical specification clause 801.