Providing Pavement Quality Concrete to road leading from Thannirbhavi road to MK Agro Terminal outside Wharf area

Amount

BOQ Particulars

KSRB 2-2.1 : Earthwork excavation by manual means for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5

KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS

KSRB 4-1.7 : Providing and laying in position plain cement concrete of Mix 1:3:6 with OPC @ 220kgs, with 20mm and down size graded granite metal coarse aggregates @0.69 cum and fine aggregtes @ 0.56cum, machine mixed, concrete laid in layers not exceeding 15 ems. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM curing complete as per specifiations. Specification No. KBS 4.1, 4.2

KSRB 4.2.1 Providing and laying in position reinforced cement concrete of Design Mix M25 with OPC@ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70 cum and fine aggregtes @ 0.47cum, with super plasticisers@ 3 liters confirming to IS 9103-1999 reafirmed-2008 at machine mixed, concrete laid in layers not exceeding 15 ems thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columns pillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM curing, complete but excluding cost of reinforcement as per specifications. Specification No. KBS 4.1, 4.6

KSRB 4.9.2 : Providing T.M.T. 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 wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 4.6.3, Fe 500

KSRB 4-6.4 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2

KSRRB M200-11.1. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per specifications. II. By Mechanical Means: A. In area of light jungle. MORTH Specification No. 201

KSRRB 300-46. Scarifying by mechanical means stone metal crust 50mm to 100mm thick by along with 20mm premix carpet I surface dressing and stacking of old serviceable materials including cost of all labour charges, HOM complete as per specifications. MORTH I Chapter 3

Construction of granular sub-base Grading-V as Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing by mix in place method , spreading in uniform layers with Mechanically or manually 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. KSRRB M400- Lime stabilization for improving subgrade

Construction of dry lean cement mix CC 1:5:10 with OPC cement @ 160kgs, with 25mm and down size graded granite metal coarse aggregate at 0.86 and fine aggregate @ 0.58 cum sub base over a prepared sub base with coarse & fine aggregates confirming to IS 383 the size of coarse aggregate not exceeding 25mm , aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 160kg/cum, optimum moisture content to be determined during trail length construction , concrete strength not less than 10Mpa at 7 days mixed in a batching plant, transported to site, laid manually and compacting with 8 -10 tones vibratory roller, finishing and curing complete as per specification. Clause 601of MORTH V Revision and IS 456 ,Table-5 -do- with OPC at 150 kg/cum and coarse aggregate 0.86cum, fine aggregate 0.58cum using Concrete Batch mix Plant at 75 cum/hr capacity.

KSRRB M600-2. Providing and Constructing un-reinforced, dowel jointed, plain cement Pavement Quality concrete for pavements using Grade concrete M40 having Flexural strength not less than 4.50 Mpa over a prepared base with OPC, coarse aggregate at 0.64 cum, fine aggregates at 0.36 cum,Coarse and fine aggregate conforming to IS:383-2016 and Table 600-3 of MORTH V Revision, with Superplastizer at 3 Its conforming to IS 9103-2008. loading materials to batch mix plant by front end loader,mixed in a cement concrete batch mix plant as per approved mix design,transported to site in transit truck agitator 5 cum capacity, laid, compacted and finished in a continuous operation as per IRC-15 including cost for providing of contraction,expansion, construction and longitudinal joints, joint filler, separation membrane of impermiable plastic sheet of 125 micron, groove cutting,sealant primer joint sealent, debonding strip,dowel bars at 9 kg/cum, tie rods at 1.15 kg/cum, admixtures as approved, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries, aII lead & lift charges etc., complete as per specifications. Clause 601of MORTH V Revision and IS 456 Table-5, with OPC at 420 kg/cum and coarse aggregate 0.64cum, fine aggregate 0.36cum using Concrete Batch mix Plant at 75 cum/hr capacity.debonding strip,dowel bars at 9 kg/cum, tie rods at 1.15 kg/cum, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries, aII lead & lift charges etc., complete as per specifications.Clause 601of MORTH V Revision and IS 456 Table-5, with OPC at 420 kg/cum and coarse aggregate 0.64cum, fine aggregate 0.36cum using Concrete Batch mix Plant at 75 cum/hr capacity.

CIVIL CORE PROJECTS INDIA PVT LTD

Rama Kamath and Co

Jagadish V pai Engineers and Contractor

SUDHAKAR S POONJA