Tender For Balance Work In Augmentation Of 132/33 Kv 25 Mva Transformer At 132 Kv Gss Khatushyamji Sikar - 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 E, Sikar-Rajasthan

Tender For Balance Work In Augmentation Of 132/33 Kv 25 Mva Transformer At 132 Kv Gss Khatushyamji Sikar - 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 (B-1/1.1) 2 Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size. (B-3/3.1.6) 3 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant :.110 mm dia (S-3/3.16.3) 4 Supply and stacking of Stone Aggregates ( single size) 40 mm nominal size crusher broken fromJeen Mata quarry with lead upto 25 KMat 132 KV GSS Kachhawa (code 293 + G-4/4.2) 5 CARRIAGE OF MATERIALS : Earth, Sand, Lime, Morrum manure or sludge including loading and unloading complete with all lead upto 1.0 Km (G-4/4.1.7) 6 Providing and laying ofpaver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block Pavement): M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 ofIS 15658:2006 : Category‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004(B-11/11.38.1.B) 7 Construction of un-reinforced,plain cement concrete pavement, thickness as per design, over aprepared subbase, with 43 grade cement or any other type as per Clause 602.2.2M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid inapproved fixed Side Formwork (steel channel, laying and fixingof 150 micron thick polythene film,wedges,steel plates includinglevelling the form work as per drawing), spreading the concretewithshovels, rakes, compacted using needle, screedand plate vibrators and finished in continuous operation including provisionof contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches tobridge/culvert and construction joints, admixtures as approved,curing of concrete slabs for 14-days, using water finishing tolines and grade as per drawing and MoRTH SpecificationClause 602 including vaccum dewatering process with allrequired equipments (Dowel Bars will be paid seprately (R-16.76) 8 Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks)Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60mm as per drawings and as per IS 15658:2006. and materials conforming to MoRTH Specification Clause602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. CategoryB : Dentated only two side like I, Z, T shape as per IRC:SP:63-2004 (R-6/ 6.3.(ii).b )

INR 2950 /-

INR 41.93 Lakhs /-

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