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KSRRB 300 - Compaction of original ground by mechanical means including filling in depression occuring during rolling including cost of all labour, HOM complete as per specifications. MORTH / Chapter 3 With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.

KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(Including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density) MORTH Specification No. 305 With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.

KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory roller to 97% of modified proctors density) MORTH Specification No. 305 With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.

construction of Granular sub -base Grading-V as Sub-base and drainage layer by providing coarse graded crushed stone aggregates of graanite/trap/basalt material,Mixing in a mechanical mix plant at OMC,Carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density,complete as per specifications.Clause 401 of MORTH V Revision. With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.

KSRRB M600-1. Construction of dry lean cement concrete mix 1:5:10 base with OPC with 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @ 0.58cum Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per specifications. MORTH Specification No. 601 OPC @ 150 kg/cum-Slipform paver with electronic sensor With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work

Cement concrete pavement.Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base with OPC cement or any other type as per clause 1051.2.2 design mix M20/M30 , with 25mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 , mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints including groove cutting charges, joint filler, separation membrane, selant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per specifications. - M30 (at 360Kg per cum coarse aggregate @ 0.69cum and fine aggregate @ 0.46cum)

KSRRB M800 - Cable duct across the road : KSRRB M800-29.1. Providing and laying of a reinforced cement concrete pipe duct, 300mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing headwalls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450mm in case of double and triple row ducts, joints to be made leak proof , invert level of duct to above higher than ground level to prevent entry of water and dirt all as per IRC : 98 - 1997 and approved drawings complete as per specifications. With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.

KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface/Concrete Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. standards specified .The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.

CD WORK : KSRB 2-2-2: Earthwork excavation for foundation of building, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in Ordinary soil not exceeding 1.5m in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavagtion with lead upto 50m. after breaking of clods complete as per specifications Specification. No. KBS 2.1 (a)/2.3.5 With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.

KSRB : 4-1.3 : Providing and Laying in position plain cement concrete M-10 mix with OPC cement 220 Kgs , with 40mm and down size graded granite metal coarse aggregates@ 0.892 cum and fine fine aggregate@ 0.465 cum machine mixed, machine mixed concrete laid in layers not exceeding 15cm thick well compacted, in foundation and plinth, including, cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No KBS 4.1, 4.2 PCC Bedding With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.

KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of design mix M-20 with OPC cement @ 320 Kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.690 cum and fine aggregate @ 0.460 cum, with super plastisiser @ 3 lts confirming to IS9103-1999 Reaffirmed -2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all work in foundation and plinth and ground floor level for roof slabs, staircase, lintels,retaining walls, return walls, walls ( any thickness) including attached plasters, columns, piers,abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets ets, including cost of all materials, labour,HOM of machinery, curing, complete as per specifications. Specification No KBS 4.1,4.6. M20 CONCRETE With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.

KSRB 4-6.4 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such aswalls at any thickness, including attached pilasters, buttresses, plinth and string courses cost of all materials, labour complete as perspecificaitons. Specification No. KBS 4.6.2 Centering for Plinth beam With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.

KSRB 2.3 : Filling available excavated earth ( excluding rock ) in sidesof foundations upto plinth in layers not exceeding 20 cms. in depth,compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete as per specifications. Specification. No. KBS 2.9 Filling Available Earth With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.

KSRB 4.9.2: Providing TMT steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members where ever neccessary complete as per design ( Laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specification No KBS 4.6.3. TMT Steel With all lead and lift etc complete as per specification & as per the direction of the engineer incharge of the work.