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| 1 | Earth workexcavation of foundation trenches in hard soil within 50m initial lead and lifts 1.5 M initial lifts including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.3M in depth and as per the direction of the Engineer-in-charge with all labour and T&P required for the work complete in all respects. |
| 2 | Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. in depth with all lead and lift including cost, conveyance, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per direction by the Engineer in charge. |
| 3 | Back Filling of surplus excavated earth at work site by initial lead of 50mtr and initial lift of 1.50mtr including cost of all labour T&P required for the work etc. complete as directed by Engineer-In-Charge |
| 4 | Cement Concrete of proportion (1:3:6) in foundation and floorsusing 40mm size hard black hand broken granite stonemetal of approved quality from approved quarry, free from skin, including hosting, lowering and laying compacting concrete in layers not exceeding 15 cm (6\") thick to required level ramming watering curing etc. including cost, conveyance,royalty and taxes of all materials with alllabour with T&P required for the work etc. complete including centering and shuttering, dewatering if required as per drawing and Technical specification and as directed by the Engineer-in-Charge. |
| 5 | Fly ashbrick masonry in Foundation with cement mortar (1:6) inF&P using clamp burnt bricks of “25cmx12cmx8cm\" size having a crushing strength of not less than 75 Kg. Per Sq. Cm. including immersing in water till saturation before use, Including splays cutting, circular molding, chamfering and corbelling and all similar type of operations with all necessary projections watering and curing etc. complete including cost and conveyance royalty and taxes of all materials and labour with T&Prequired for the worketc. complete in all respect in all floors as per drawing and Technical specification and as directed by the Engineer-in-Charge. |
| 6 | Fly ashbrick masonry in Superstructure with cement mortar (1:6) inSuperstructure using clamp burnt bricks of “25cmx12cmx8cm\" size having a crushing strength of not less than 75 Kg. Per Sq. Cm. including immersing in water till saturation before use, Including splays cutting, circular molding, chamfering and corbelling and all similar type of operations with all necessary projections watering and curing etc. complete including cost and conveyance royalty and taxes of all materials and labour with T&Prequired for the worketc. complete in all respect in all floors as per drawing and Technical specification and as directed by the Engineer-in-Charge. |
| 7 | RCC work in column foundation ( 1:1.5:3) using 12mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including including cost, conveyance, royalty of all materials & cost of all labour, machinery etc complete as per approved Drawing & techinical specifications and Section 1500.1700 & 2200 ofMoRT&H specifications for Road & Bridge works ( 5th Revision)including cost, conveyance, royalties, taxes of all materials and cost of all labours, T&P etc complete as per the direction of the Engineer -in –charge. |
| 8 | RCC work in Plinth band of ( 1:1.5:3) using 12mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including including cost, conveyance, royalty of all materials & cost of all labour, machinery etc complete as per approved Drawing & techinical specifications and Section 1500.1700 & 2200 ofMoRT&H specifications for Road & Bridge works ( 5th Revision)including cost, conveyance, royalties, taxes of all materials and cost of all labours, T&P etc complete as per the direction of the Engineer -in –charge. |
| 9 | RCC work in Column & Beam of ( 1:1.5:3) using 12mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including including cost, conveyance, royalty of all materials & cost of all labour, machinery etc complete as per approved Drawing & techinical specifications and Section 1500.1700 & 2200 ofMoRT&H specifications for Road & Bridge works ( 5th Revision)including cost, conveyance, royalties, taxes of all materials and cost of all labours, T&P etc complete as per the direction of the Engineer -in –charge. |
| 10 | Supplying fitting and placing uncoated HYSD Steel reinforcement works using HYSD (FE-415) (SAIL Only) steel of approved manufacturer as per section 1600 §ion 1900 of MORT&H specification for Road and Bridge works ( 4th revision) including cost, conveyance and taxes of all materials, binding wires 18 to 20 gauge and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge |
| 11 | 12 mm (1/2\") thick Cement Plaster (1:6) finished smooth to masonry brick walls after raking out the joint including watering and curing with cost and conveyance royalty and taxes of all materials and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge. |
| 12 | 16 mmthick Cement Plaster (1:6) finished smooth to masonry brick walls after raking out the joint including watering and curing with cost and conveyance royalty and taxes of all materials and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge. |
| 13 | Supplying, fitting and fixing of MS Doors, MS Gate including cost and conveyance royalities and taxes of all materials and labour with T&P required for the work etc complete in all respect in all floors. |
| 14 | Finishing plastered surfaces with cement washing one coat using cement including cost, conveyance, taxes of all materials, cost of all labour, all T&P etc. required for the work complete in all respect as per the direction of the Engineer-in-charge. |
| 15 | Painting 2 coats with Weather seal paints of approved shade on new works two coats to give an even shade over prepared surfaces including scuffolding to outside walls, including cost and conveyance royalty and taxes of all materials and labour with T&P required for the worketc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge. |
| 16 | Painting Two coatswith any approved Enamel paints of approved colour, shade over a coat of primer over new iron work including sand papering, polishing the surface, cost, conveyance and taxes of all materials and labour with T&P required for the worketc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge. |
