Construction of Fire fighting system other misc civil works in 132 yard for 31.5 MVA Tr At 132 KV GSS Churu

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 B/1.8

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size. .( B- 3.1.6 )

Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix B/4.1

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. ( B / 4.9 )

Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) ( B/4.13.3 )

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: B/9.2

Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) ( B /5.1.2 )

Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : : 20 mm thick (B/ 12.3.2)

R/4.1.A.(iii) Granular Sub-base with Well Graded Material (Table 400-1)By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.For Grading III Material

R / 6.1 Construction of un-reinforced , plain cement concrete pavement M30(Grade),thickness as per design ,over a prepared subbase ,with 43/53 grade cement as per Clause 602,coarse and fine aggregates conforming to IS:383,maximum size of coarse aggregate not exceeding 31.5mm,mixed in a in fully automatic Batching Plant and transported to site intransit mixer for having continuous agitated mixer,manufactured as per approved mix design including pump ing of R.M.C.from transit mixer to site of laying ,with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate / retard setting of concrete ,improve workability without impairing strength and durability as per direction of Engineer incharge laid with a Fixed Form Paver(laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion ,construction joints,applying debonding strips,primer,sealant near approaches to bridge/culvert and construction joints,admixtures as approved,curing of concretes labs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewaterin process with all required equipments (Dowel Bars will be paid seprately).

R/16.35 Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, painting & jointing with cement mortar 1:4 of size 20 x 25 cm

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil B/1.28

B-135/11.38.1 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) 11.38.1 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 of IS 15658:2006 (B) Category „B‟ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004

Chapter G-3 , Stone aggregate (Single size) : 40 mm nominal Size G-57 Add extra for lead of 90 km from lodhsar quarry (990+240+490)

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Labour charge for spreading of available of 20-63 mm nominal size Hand / Crusher broken stone agregate in uniform layer of 100 mm thicknessin yard of any substation (charged / uncharged GSS) with manual / mechanical means, as permitted by the Engineer In Charge with due care as per safety norms of substation complete in all respect with all lead & lift. (Payment shall be done as per stack meaurement ,after deduction of voids as per norms) (As per approved by CE civil RVPN jaipur vide letter no. D.284 Dated 02.05.2025)

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