Construction of Limited Height Sub-Way with Approaches in Lieu of LC-94 on Bathinda-Suratgarh Section IR Km 141/6-7 (SPAN 2 x 4.0 X 3.6m PRECAST RCC BOX)

(Part-A) Construction of RUB Boxes with splayed wing wall (Railway portion)

Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. Depth upto 3 metre

Depth above 3 metre & upto 6 metre

Fillling in foundation trenches as per drawing and MoRTH specification Clause 304.3.7

Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.

Casting ,supplying and transporting upto Bridge site within 50m, pre cast RCC box, base slabs, blast retainer, bed block, etc. of reinforced concrete slabs in M-35 design mix etc.as per approved drawings & design with contractor's own materials such as sand water, 6mm to 20mm well graded machine crushed stone aggregate,admixures etc.including machine mixing of all gradients,placing ,mechanical vibrating curing etc.and providing erecting and dismentaling of staging, centering,shuttering, form work,and providing AC/PVC pipes of approved sizes for weep holes/ drain pipes at spacing as decided by the Engineer -in-charge and handlingwith all lead, lift, depth ascent, doscent, octory, royalty and other texes, etc. including crossing of track, Nallaha, streams or any other obstruction, etc. complete as per instruction of Engineer-in-charge. Note : (i): Payment of steel used will be made seperately under relevant BSR item. (ii) the rates of items includes cost of mix design also.(iii)the rate of item includes the cost of cement also.

Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.C including formwork

Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.C including formwork

Supplying, fitting, and placing TMT bar reinforcement (Primary Steel) in Foundation, Substructure and superstructure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302

Construction of un-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully Automatic Computerised Batching Plant compatible with Printer and Pen Drive and transported tAo site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars and Tie Bars will be paid seprately).