Public Works Department Tender

Providing, laying by Mechanical means and rolling of open-graded premix carpet of 20 mm (twenty milimeters) thickness with specified size of graded stone aggregates using viscus grade bitumen (VG-10 (ten)) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN (eighty to hundred kilo Newton) static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508 (five zero eight) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.

Providing and laying seal coat By Mechanical Means sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 (five hundred ten) using Bitumen VG 10 (ten) ) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.

Earthwork in excavation for all type of road structures such as retaining wall, breast wall and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted) as per drawing and technical specification true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 305.1(Three hundred Five point One) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site (to be arranged by the contractor) including trimming, dressing of sides and bottom, filling of unevenness blindages, backfilling in trenches with excavated suitable material and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Providing and erecting W metal beam crash barrier comprising 3 mm thick corrugated sheet metal beam rail 70 cm above road/ground level fixed on ISMC series Channel vertical part of 150 mmx75 mmx 5 mm special 2.00 metre center to center 1.80 metre high 1.10 metre below ground road level all steel parts and filaments to be galvanized by hot dip process, a fitting to confirm to IS 1367 and IS-1364 metal beam rail to be fixed on the vertical post with a space of channel section 150 mmx75 mmx5 mm 330 mm long complete as per clause-810 including hauling of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge.The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST.