Improvement of black spot on Rast manal Chunoti road Km 0/00 to 15/960 (SH- widening of narrow curves at RD 1/465 to 1/675, C/o Retaining wall at RD 1/626 to 1/653, P/L interlocking concrete block in RD 1/610 to 1/660 and P/F Crash barrier in RD 1/6

Amount

Excavation in earthwork in hilly area all heights and depths, in all kind of soils including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting , blasting workshall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side rock shall be excavated with chiseling and wedgingout rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification of rural roads, and clause 16.2( Sixteen point two) of General conditions for Contract to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposaland dumping to be arranged by the contractor of unsuitable cut materials in specified manner, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. The recovery for stones, whether useful or not, for 98.99 cubic metre (Ninety eight point nine nine cubic metre) in all cases @ Rupees 170/- ( Rupees one hundred seventy only) per cubic metre shall be effected on prorata basis. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.

Earthwork in excavation in all heights and depths in all kinds of soils for structure 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 all leads dressing of sides and bottom and backfilling in trenches with excavated suitable material. including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and laying cement concrete 1:4: 8 ( one cement : four sand: Eight graded crusher stone aggregate 25mm (Twenty five millimeter nominal size) and curing complete including the cost of form work for plain / reinforced concrete in open foundation/ sub-structures complete as per drawing and HP.PWD. as per Ministry of Rural Development Technical specifications. Clauses 802, 803, 1202 and 1203 including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Plain/reinforced concrete in substructure complete as per drawing and technical specification Clauses 802,804,805,806,807,1202 and 1204 ( Eight hundred two,eight hundred four, eight hundred five, eight hundred six, eight hundred seven, one thousand two hundred two & one thousand two hundred four) For height upto 5.0m (Five meter) PCC Nominal mix.(PCC 1:2.5:5 ( One cement : Two and half sand : five aggregate) nominal size) within all leads lifts.and carriage of material as per the direction of the Engineer- in- Incharge.

Providing weep holes in brick/stone masonry/plain/ reinforcement concrete work abutment, wing walls, return walls with 100 mm ( One hundred milimetre) dia A/C pipe extending through the full width of the structure with slope of 1(One verical) : 20 (Twenty Horizetial) toward drawing face complete as per drawing and as per Ministry of Rural Development technical specification clause 614,709, 1204.3.7. including all leads, lifts a, carriage of materials and other incidentals complete as per entire satisfaction of the Engineer in charge.

Back filling behind abutment, wing wall and return wall complete as per drawing and as per Ministry of Rural Development technical specification clause 1204.3.8 with granular material.including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Providing and erecting a "W" metal beam crash barrier comprising of 3mm (Three millimetre) thick corrugated sheet metal beam rail 70 cm (Seventy centimetre). above road/ ground level fixed on IS.MC series channel vertical post . 150x75x5mm spaced 2 (Two) meter centre to centre 1.80 ( One point Eight)meter height 1.10 ( One point Ten)meter below ground / road level, all steel part and filaments to be galvanized by hot dip process, all fittings to conform to I.S.1367 and I.S. 1364 as amended up to date, metal beam rail to be fixed on the vertical post with space of channel section 150x75x5mm, 300mm ( One hundred fifty into seventy five into Five, Three hundred millimetre)long complete as per clause-810. conforming to MORT and H ( Ministry of road Transport and Highway) specifications (Latest revision) including all fitting required for erection, including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm (Eighty milimeter) ISI mark M-35 (Thirty five) grade as per drawings and Technical Specification Clause 1504. including haulage of material with in all leads, lifts and carriage of materials and as directed by the Engineer In charge.

natta ram

SAHI RAM CONTRACTOR

dinesh singta