Construction of PQC Road around Covered storage shed No-33 and

Amount

BOQ Particulars

Providing, laying, spreading and compacting crushed stone aggregates of granite/ trap/ basalt to wet mix mechadam specifications including pre mixing the the metal with water at OMC in mechanical mix plant carrige of mixed materials by tipper to site laying in uniform layers with paver in sub- base/ base course on well prepared surface and compacting with vibratory roller to achive the desire density complete as per specification. MORTH specification No. 406

KSRRB M600-1: Construction of dry lean cement concrete mix C.C 1:5:10 with OPC cement @ 150Kgs,with 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @ 0.58cum using concrete batch mix plant at 75 cum/hr capasity over a prepared sub grade with coarse and fine aggregate conforming to IS:383-2016, aggregate cement ratio not to exceed 15:1, aggregate gradation AFTER BLENDING TO BE AS PER Table 600-1, cement concrete not less than 150Kg/CUM, optimum moisture content to be determined during trial length, construction, concrete strength not to be less than 10MPA at 7 days, mixed in a batching plant at 75cum/hr capacity, transporting to site, laid , compacting with 8-10 tone vibratory roller, finishing and curing complete as per specification. MORTH Specification No 601 revision and is 456 table-5

CKSRRB 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 at 420kg/cum, 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 Super plastizer 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 at 75 cum/hr capacity as per approved mix design, transported to site in transit truck agitator 5 cum capacity, laid with fixed form Paver, 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 impermeable plastic sheet of 125 micron, groove cutting, sealant primer joint sealant, 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

KSRRB M200-12.3. Dismantling of existing Prestressed / Reinforced cement concrete grade M20 above structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, taking away scrap steel with all lifts complete as per specifications.

KSRB 2-2.1 : Earthwork excavation for foundation of buildings, 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 1.5 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 4-1.2 : Providing and laying in position plain cement concrete of nominal mix 1:3:6 using 40mm and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 cms. 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

KSRB 4.2.1 : Providing and laying in position reinforced cement concrete of design mix M25 with OPC cement @340kgs, with 20mm and down size graded granite metal @0.7 CUM and fine aggregates @0.47cum with super plasticisers @3 liters confirming to IS 9103-1999 reafirmed-2008 at machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls, including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6

PKSRB 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, TMT bars Fe-500

KSRB 4-6.1 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2

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 pillars,buttresses, plinth cills and string courses including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2

KSRB 2.3 : Filling available excavated earth ( excluding rock ) in sides of 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

Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing, including cost of materials, labour, HOM as per spesifications. 600MM DIA

Providing and fixing pre cast solid cement concrete kerb stones made out of C.C. 1:2:4 with top and bottom width 114 and 165 mm respectively, 400mm high and 450mm in length finished with CM 1 3 plastering and finishing cutting, including form work, curing, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead and lift, transportation etc., complete.

DIX ENGINEERING PROJECT SERVICES PRIVATE LIMITED

Aakar Infra Engineers PVT Ltd