Tender For Development Works At Ramdevra Temple, Jaisalmer - 1 Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil 2 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 3 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 4 CARRIAGE OF MATERIALS Earth, Sand, Lime, Morrum manure or sludgeFor 5 Km. 5 Random rubble dry stone Kharanja under floor. 6 Providingand laying inposition cement concrete including curing,compactionetc.completeinspecifiedgradeexcluding thecostofcenteringandshuttering-Allworkuptoplinth M10 grade Nominal Mix 1:3:6(1cement :3coarsesand:6gradedstone aggregate 40mm nominal size). level. 7 Providingand laying inposition cement concrete including curing,compactionetc.completeinspecifiedgradeexcluding thecostofcenteringandshuttering-Allworkuptoplinth level. 1:4:8(1cement :4coarsesand:8gradedstoneaggregate40 mm nominal size). 8 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 9 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :Columns, pillars, posts and struts etc 10 RandomRubble stone masonry for with hard stone in foundationandplinth inCementSandmortar above30CM thick wall in: Cement Mortar 1:4 ( 1-Cement : 4-Sand). 11 Random Rubble stone masonry with hard stone in superstructureabove plinth level anduptofive level above 30cm. thick walls in : Cement Mortar 1:4 ( 1-Cement : 4-Sand). 12 AddextraforRandomRubblestonemasonrywithhardstone in Square or Rectangular pillars 13 Add extra for facing as per design and detailed specifications including additional cost of stones 14 Course rubble facing First sort. 15 Course rubble facing Second sort. 16 Add extra for rock facing using Jodhpur white sand stone with porper projection and chiesel dressing of edges of stone 2 line dressing for building corners,jambs including uniform joints. 17 Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) :Raised and cut pointing. 18 Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .75mm thick. 19 Supplying and fixing machine cut fine dressedRed/Pink sand stone dasa orcoping,with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade. 25mm thick 20 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 21 Extra if square,rectangular hollow tubelarsections are used or grill made by flats only 22 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work 23 Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etcCategory „C‟not denated on any it‟s faces like Hexagon, Rectangular, square shape as per IRC SP 63:2004 24 Add extra over rates of item No. 11.38, A to C if colored paver blocks are used 25 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). 26 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. : 300 mm dia 27 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finish :20mm thick.
