Construction of CC approach road for 03 (Three) nos weigh bridge along with 03 (Three) nos QDS and control room pedestal of 03 (Three) nos weigh bridge in Guali Mines in the district of Keonjhar.

Earth work in excavation of foundation trenches in all kinds of soil including moorum, stony earth and earth mixed with boulders (except sheet rocks and boulders requiring for blasting) including dressing and leveling the bed up to the required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P shoring and shuttering and dewatering if required etc. comp. as directed by EIC.

Filling foundation and plinth with river sand, well watered, rammed including cost, conveyance, royalties of materials, cost of all labour and T&P required for the work etc. complete as per direction of EIC.

P.C.C .of prop.(1:4:8) in foundation using 40 mm. size broken hard granite metal of approved quality from approved quarry including lowering, laying concrete to required levels laid in layers not exceeding 150mm thick including cost, conveyance, royalties of all materials, watering and curing and cost of all labour, T&P required for the work etc. compleete as per direction of EIC.

R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in Footing

R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in wall

R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in column

R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of reinforcement, binding wires and labour charges for bending, binding and tying the grills. in Slab

Supplying HYSD bars of approved quality size and grade and cutting, bending, binding and tying the grills in proper position as required for the RCC work in all floors, including cost, conveyance of HYSD bars Fe500 and binding wires of 18 to 20 gauge and cost of labour,T & P and other materials complete in all respact as directed by the EIC.

Construction of Granular Sub Base by providing close graded granular sub base (GR-II) materials as per table -400-1-- as per clause 401 of MoSRT&H (4th Revision) including all cost, conveyance, royalty,loading & unloading of materials, cost of labour T&P etc. complete as per direction of EIC.

Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS-383 the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to be exceeded 15:1, aggregate gradation after blending to be as per Table 600.1. cement content not to be less than 150kg/Cum. Optimum moisture content to be determined during trial length construction, contrete strength not to be less than 10Mpa at 7 days, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher placement to site, compaction with vibratory roller, finishing and curing etc completed with cost conveyance and of all materials Hire and running charges machineries and cost of all labour, T&P etc. completed as per the direction of EIC.

Construction of un-reinforced, dowel jointed (at expansion and construction joint only) plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement of M30 grade concrete with coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.28/0.40cum capacity using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete the shovels rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridge/culvert and construction joints with admixtures and curing compound as directed by EIC. complete in all respect.

Filling in foundation and plinth or floor with excavated earth or moorum or extra good earth including laying, watering and ramming in 23 Cm (9") thick layers with all necessary leads and lifts complete inclusive of all cost of labour T&P etc. complete as per direction of EIC.

Supplying,fitting,hoisting, joist, M.S.Angle trusses of required span, purlines of required size and placing in position including cost of nut &bolts, cement concrete and all other materials required for the work, cost of all labour, T&P etc.complete as per specification drawing & direction of EIC.

Painting two coats with appd. Brand of synthetic enamel paint cost, carriage and quality over a coat of primer to masonry works including cost of all materials cost of all labour and T&P, scaffolding etc required for the work etc. comp. (paints of Burger, Nerolac, J&N & Asian ICI Brand is to be used.)