15th Finance Commission Grant

Earthwork in excavation for structures 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 upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH as directed by the departmental officer incharge of the work

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD. with STONE DUST ETC COMPLETE as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadem specification including cost, seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper of site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc, as directed by Engineer-in-Charge as per MORT&H specification. and as directed by the departmental officer in charge of the work but excluding seigniorage charges.

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 or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD, etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method at once and compacting with hand wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD. with STONE DUST ETC COMPLETE as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.

Providing and laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 The material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the departmnt approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.) b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance: The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point: 102 degree vision:High as directed by the Engineer-In-Charge and confirming to centigrade.F) Dried film finish: Smooth and uniform G) Night IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming|

Providing and fixing Raised Reflective pavement markers (road Studs) made of plastic body moulded from HIPS or ABS or ASA and reflective panels consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face and confirming to ASTM,BS and complying to guide lines issued by MOST circular. The height, width shall not exceed 20 mm, 130 mm and the area of the each retro reflecting surface shall prefarbly be 35 +/-5 degree to base. Fixing will be without nails and the reflective marker shall be fixed to the road surface using the adhesives as recommended by the manufacturer etc., complete as directed by the Engineer-in-charge

Supplying and installation of Village Name Board using M.S.angle of size 75x 45 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-XI of ASTMD 4956- 09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M- 20 including cost and of all materials, equipment, machinery and labour with all leads ad conveyance lifts, loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer- in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work