Hyderabad Metropolitan Development Authority Tender

BOQ;Supply and placing of the M-25 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, vibrating, curing, centering, shuttering charges etc.,complete but excluding cost of steel and its fabrication charges with minimum cement content as per IS code for finished item of work including Contractor's profit and overhead charges but excluding Seignorage charges etc., complete for finished item of work and as directed by the Engineer-in-charge. for RCC SLABS as per technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH For Electrical Ducts

BOQ;Providing P.C.C grade M 10 concrete in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and under flooring bed including Contractor's profit and overhead charges but excluding Seignorage charges etc., complete for finished item of work and as directed by the Engineer-in-charge For Electrical Ducts

BOQ;Carting of surplus excavated rock / earth from the site to a distance of 5.00 Kms suitable including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete. For Electrical Ducts

BOQ;Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including Contractor's profit and overhead charges but excluding Seignorage charges etc., complete for finished item of work and as directed by the Engineer-in-charge including Contractor's profit and overhead charges but excluding Seignorage charges etc., complete for finished item of work and as directed by the Engineer-in-charge as per clause 302.3.5 MORD / 301 MORTH For Electrical Ducts

BOQ;Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including Contractor's profit and overhead charges but excluding Seignorage charges etc., complete for finished item of work and as directed by the Engineer-in-charge For Electrical Ducts

BOQ;Earthwork excavation up to 3.00 Mts depth below GL by Mechanical means in all kinds of soils as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and back filling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means including Contractor's profit and overhead charges but excluding Seignorage charges etc., complete for finished item of work and as directed by the Engineer-in-charge For Electrical Ducts

BOQ;Carting away the surplus excavated Rock from the work site with a lead of 5.0km beyond initial lead away from work spotand conveyance including Contractor's profit and overhead charges but excluding Seignorage charges etc., complete for finished item of work and as directed by the Engineer-in-charge.

BOQ;Manufacture, supply and delivery of Single Chamber DI Air Valve various Dia with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the dept. Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves) including cost of bolts, nuts, rubber insertion, sluice valve and tail pieces and Jointing the valves with flanged ends to DI K7 S/S pipes with required accessories including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters. The Valves shall be tested for (closed end Test) with water, with a lead of 500 mts. and testing against Hydrostatic test requirement as per Specification BIS No. 3114/1994.. The rates are including packing and transportation, including contrator's profit and overhead charges but excluding seignoarge charges. The operation can be done with handwheel/cap. ISI Marked complete for finished item of work and as directed by the Engineer-in-charge for 100mm dia.

BOQ;Manufacture, Supply and Delivery of various dia (Class-150 Body 425PSI Seat 300 PSI PN-20) Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. for Water Supply Scheme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 /1998. (The valve shall be used for High pressure schemes & pumping stations). Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. Lowering for keeping in position and Jointing pipes, fittings and valves with flanged ends to DI K7 S/S pipes including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing against Hydrostatic test requirement to required pressure complete. (Reference to specifications. BIS No.3114/1994.). including transportation of valves and accessories including loading at factory and unloading, stacking at site of work, RCC valve chamber including excavation, filling M-10 and M-20, Plastering etc.,,Contractors profit and overhead charges etc., complete. ISI Marked excluding Seignorage charges The operation can be done with handwheel/cap. ISI Marked. complete for finished item of work and as directed by the Engineer-in-charge for 100mm dia.

BOQ;Supply and filling at work site crusher stone dust cushion to the pipe line trenches wherever required including watering tamping and ramming as directed by the departmental offciers including cost and conveance of dust, loading, unloading and transportation and all other incidental charges, contractor's profit and overhead charges etc., excluding Seignorage charges complete for finished item of work and as directed by the Engineer-in-charge

BOQ;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge. 200mm dia DI k7 class pipes for water supply

BOQ;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge. 150mm dia DI k7 class pipes for water supply

BOQ;Excavation for Water Supply Pipelines in hard rock in narrow trenches with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections,setting out, construction of shoring, strutting and bracing, removal of stumps and other deleterious material, loading and disposal of cut rock with all lifts and leads upto 1000 m including dressing of sides and bottom, backfilling as per Technical Specification Clause 302.3.5 MORD / 301 MORTH for Pipe Line Trenchs including provision for narrow trenches in restricted areas and contractor's profit and overhead charges but excluding Seigniorage Charges,complete for finished items of work and as directed by Engineer-in charge for water supply

BOQ;Excavation for Water Supply Pipelines and in soil with hydraulic excavator of 0.9 cum bucket capacity in narrow trenches including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, setting out, construction of shoring strutting and bracing, removal of stumps and other deleterious material and disposal with all lifts and lead upto 1000 m including dressing of sides and bottom backfilling as per Technical Specification Clause 302.3 MORD / 301 MORTH for Pipe Line Trenches, including provision for narrow trenches in restricted areas, including contractor's profit and overhead charges but excluding Seigniorage Charges, compete for finished items of work and as directed by Engineer-in charge for water supply

BOQ;Supply & Delivery of manhole covers with ISI marking anywhere in A.P, F.O.R destination including loading, un-loading at site, Contractor's profit and overhead charges etc as applicable ISI Mark, complete for finished item of work and as directed by the Engineer-in-charge. for UGD

BOQ;Construction of additional manhole 0.10 M depth constructon of 1.5 circular sewer man hole of 3.0 mts - 5.0mts depth with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM(1:6) Prop as per specification etc complete. benching / chanelling,internal plastering with 20 mm thick cm 1:4 and External plastering with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete, Contractor's profit and overhead charges but excluding seignarage charges as per specification etc .complete for finished item of work and as directed by the Engineer-in-charge.(Above 3.0m upto 5.0m) for UGD

BOQ;Construction of additional manhole 0.10 M depth constructon of 1.5 circular sewer man hole of 2.4 mts - 3.0mts depth with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM(1:6) Prop as per specification etc complete.Internal plastering with 20 mm thick cm 1:4 and External plastering with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete, Contractor's profit and overhead charges but excluding seignarage charges as per specification etc .complete for finished item of work and as directed by the Engineer-in-charge.(Upto 3.0m additional depth) for UGD

BOQ;Constructon of 1.50 M Circular Sewer Man hole of 1.50 mts x 0.56 m of 2.4 M depths with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in cm 1:6 prop and corbelling too including cc bed ( 1:4:8 ) prop using 40 mm gauge HG Metal 0.30 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastering with 20 mm thick cm 1:4 and External plastering with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete, Contractor's profit and overhead charges but Excluding seignarage charges as per specification etc with various dia pipe Complete for finished item of work and as directed by the Engineer-in-charge. for UGD

BOQ;Construction of Additional manhole 0.10 M depth constructon of 1.2 circular sewer man hole of 1.65-2.4 mts depth with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM(1:6) Prop as per specification etc complete. Internal plastering with 20 mm thick CM (1:4) and External plastering with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete, Contractor's profit and overhead charges, but excluding seignarage charges as per specification etc.complete for finished item of work and as directed by the Engineer-in-charge. for UGD

BOQ;Construction of circular sewer man hole of 1.20 m x 0.56 m of 1.65 m depths with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM 1:6 prop and corbellng too, including CC bed (1:4:8) prop using 40 mm guage HG metal 0.20 m thick and CC (1:2:4) prop. Benching / chanelling ,internal plastering with 20 mm thick in CM (1:4) and external plastering with 12 mm thick in CM(1:4)with fine rendering including cost and fixing of CI steps and fixing FC/CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days, complete, contractor's Profit and overhead charges but excluding seignorage charges as per specification, etc. with various dia pipe complete for finished item of work and as directed by the Engineer-in-charge. Above 1.5 m and below 2.40 m depth 300 mm dia Pipe for UGD

BOQ;Construction of circular sewer man hole of 1.20 m x 0.56 m of 1.65 m depths with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM 1:6 prop and corbellng too, including CC bed (1:4:8) prop using 40 mm guage HG metal 0.20 m thick and CC (1:2:4) prop. Benching / chanelling ,internal plastering with 20 mm thick in CM (1:4) and external plastering with 12 mm thick in CM(1:4)with fine rendering including cost and fixing of CI steps and fixing FC/CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days, complete, contractor's Profit and overhead charges but excluding seignorage charges as per specification, etc. with various dia pipe complete for finished item of work and as directed by the Engineer-in-charge. Above 1.5 m and below 2.40 m depth 200 mm dia Pipe for UGD

BOQ;Construction of additional man hole 0.10 m depth, construction of 0.90 m circular sewer manhole of 1 to 1.65 m depth with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM (1:6) prop as per specification, etc. complete. Internal plastering with 20 mm thick in CM (1:4) and external plastering with 12 mm thick in CM(1:4) with fine rendering including cost and fixing of CI steps and fixing FC/CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site, complete and curing for 21 days complete, Contractor's profit and overhead charges but excluding seigniorage charges as per specification etc., complete for finished item of work and as directed by the Engineer-in-charge for UGD

BOQ;Constructon of 0.90 M Circular Sewer Man hole of 0.90 mts x 0.56m of 1.0 M depths with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in cm 1:6 prop and corbelling too including CC bed ( 1: 4 : 8 ) prop using 40 mm gauge HG Metal 0.15 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastering with 20 mm thick cm 1:4 and External Plastering with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days, contractors profit and overhead charges but excluding seignarage charges as per specification etc., with various dia pipe. complete for finished item of work and as directed by the Engineer-in-charge. for UGD

BOQ;Manufacture, Supply and Delivery of various internal dia SWG Pipes including laying and jointing, lowering in the readymade trenches, conveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient all other incidental and operational charges and testing,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge. For 300 mm SWG for UGD

BOQ;Manufacture, Supply and Delivery of various internal dia SWG Pipes including laying and jointing, lowering in the readymade trenches, conveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient all other incidental and operational charges and testing,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge. For 200 mm SWG for UGD

BOQ;Carting of surplus excavated rock / earth from the site to a distance of 5.00 Kms suitable including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete. for UGD

BOQ;Collection, Supply and filling of Robo sand from approved quarry to work site including cost and conveyance of all material and all labour charges, etc., Complete for as per standard specifications of Clause 305.3.9 MORD & 304 MORTH complete for finished item of work and as directed by the Engineer-in-charge for UGD

BOQ;Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including Contarctor's profit and overhead charges but excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge for UGD

BOQ;Excavation for under ground drainage linesin hard rock in narrow trenches with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections,setting out, construction of shoring, strutting and bracing, removal of stumps and other deleterious material, loading and disposal of cut rock with all lifts and leads upto 1000 m including dressing of sides and bottom, backfilling as per Technical Specification Clause 302.3.5 MORD / 301 MORTH for Pipe Line Trenchs including provision for narrow trenches in restricted areas and contractor's profit and overhead charges but excluding Seigniorage Charges,complete for finished items of work and as directed by Engineer-in charge for UGD

BOQ;Excavation for underground drainage lines in soil with hydraulic excavator of 0.9 cum bucket capacity in narrow trenches including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, setting out, construction of shoring strutting and bracing, removal of stumps and other deleterious material and disposal with all lifts and lead upto 1000 m including dressing of sides and bottom backfilling as per Technical Specification Clause 302.3 MORD / 301 MORTH for Pipe Line Trenches, including provision for narrow trenches in restricted areas, including contractor's profit and overhead charges but excluding Seigniorage Charges, compete for finished items of work and as directed by Engineer-in charge for UGD

BOQ;Painting two coats including primer coat after filling the surface with synthetic emulsion paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD complete including conveyance of all material to site, labour charges and all incidental charges for finished item of work (Morth 808 8.8) for Road work.

BOQ;Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid using concrete batching and mixing plant including contractors profit and overhead charges but excluding seinorage charges all complete as per clause 408 MORTH, complete for finished item of work and as directed by the Engineer-in-chargefor Road work.

BOQ;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.70-0.80 atmospheres as per the standard procedure floting with powerfloater, mechanical trawelling, finishing with sound edges and camers including hire and operational charges of machinery, etc,including,Loading , Unloading, Contarctor's profit and overhead charges but excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. for Road work.

BOQ;Saw cut joints for freshly laid concrete pavement including all material and labour charges 2-3MM. including Contractors profit and overhead charges complete for fiished item of work and as directed by the Engineer-in-charge for Road work.

BOQ;Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 design mix (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 21- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including Contarctor's profit and overhead charges but excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge . for Road work

BOQ;Providing P.C.C grade M 10 concrete in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for foundation and under flooring bed including Contarctor's profit and overhead charges but excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge for Road work

BOQ;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.13 and Technical Specification Clause 406 MORD / MORTH. including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge for Road work

BOQ;Construction of granular sub-base by providing grading VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method including Contarctor's profit and overhead charges but excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge for Road work

BOQ;Carting away unuseful excavated soil/rock at site and pipe line trench earth including loading and unloading transportation, (lead upto 5km) away from the work spot, including Contarctor's profit and overhead charges, complete for finished item of work and as directed by the Engineer-in-charge including Contarctor's profit and overhead charges but excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge for Road work

BOQ;Construction of embankment/Subgrade with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD / 305 MORTH including Contarctor's profit and overhead charges but excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge for Road work

BOQ;Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD / 305 MORTH including Contarctor's profit and overhead charges but excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge for Road work

BOQ;Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including Contarctor's profit and overhead charges but excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge for Road work

BOQ;Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including Contarctor's profit and overhead charges but excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge for Road work

BOQ;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH including Contarctor's profit and overhead charges but excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge for Road work