Construction of CC road Pandia Basti to Bholbeda Dalco nallah Bridge in Jajang Village under Jilling-Langalota Iron Ore mines of Barbil Region In the District of Keonjhar .(Under CSR Scheme)

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineerin- charge within an initial lead of 1 km from the place of excavation complete as per direction of EIC.

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction & clause 305 of MoRT&H specification for Road & Bridge (5th revision)

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 0.28 / 0.40 cum capacity and 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 M40 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 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.(1:3:6) 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-25 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 Foundation

R.C.C M-25 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

Supplying ,Cutting, Bending, Binding, Straightening, Placing HYSD bars confirming to grade I.S.1786-1985 (Fe-500) in CD works, retaining/toe wall and other structures as per drawing and technical specification and as per Section.900, 1000, 1600, 2100, 2200 & 2300 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.(Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire, overlap, chairs will not be considered for measurement)

Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

Providing and fixing of retro-reflectorised cautionary, mandatory and Directional / Place Indicating sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing complete in all respect and as per direction of the Engineer-in-charge. Left,right Turn Triangular 900 mm each side

Providing and fixing of retro-reflectorised cautionary, mandatory and Directional / Place Indicating sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing complete in all respect and as per direction of the Engineer-in-charge. speed Limit circular/Blow horn 600 mm dia

Providing and fixing of retro-reflectorised cautionary, mandatory and Directional / Place Indicating sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing complete in all respect and as per direction of the Engineer-in-charge. Go slow/Over Taking/Parking circular 900 mm dia

Providing and fixing of retro-reflectorised cautionary, mandatory and Directional / Place Indicating sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing complete in all respect and as per direction of the Engineer-in-charge. Way sinage Rectangular 900X750 mm

Providing and errecting a "W" Metal beam crash barriers comprising of 3mm thick corrogated sheet metal beam rail 70cm above road / ground level, fixed on ISMC series channel verticle post 150 x 75 x 5mm spaced 2.0 mtr C/C 1.80 mtr high, 1.10 mtr below ground / road level, all steel parts and fitments to be galvanized by hot process all fittings to confirm to IS-1367 & IS-1364, metal beam rail to be fixed on the verticle post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per Clause - 810 of MoRT&H specification and as per direction of EIC.

Earth work in excavation of foundation treaches in all kinds of soil including moorum, stoney earth and earth mixed with boulders ( except sheet rocks and boulders requiring for blasting) including dressing and levelling 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.

P.C.C M-15 grade concrete with 25mm & 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

Providing Road marking with Hot applied thermoplastic compound 2.5mm thick including reflecterising glass beads @250 grams per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35 and as per Clause No.803.1, 803.2, 803.4.1, 803.4.2, 803.4.4, 803.6 to 803.8 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense eflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 etc. complete in all respect and as per direction of the Engineer-in-charge. (Road Markers/Road Stud with Lense Reflector)

Providing and fixing of retro-reflectorised cautionary, mandatory and Directional / Place Indicating sign as per IRC-67 made of Class-B Type IV retro-reflective sheeting fixed over 2mm thick aluminum sheeting vide clause 801.3, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm x 60cm, 60cm below ground level as per approved drawing. the sign shall be maintained as per section 12 of IRC 67.

Please Enable Macros to View BoQ information