Tender For Construction Work Of Road, Drain, Sewer, Water Line Etc. For New Plots In Basant Kunj Yojna Sector P - WATER SUPPLY 2 Excavation for pipe Line , ordinary soil (LOAN CLAY OR SAND) including lift upto 1.5m and lead upto 50m including filling , watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation treanchs or into the plinth and removal and disposal of surplus earth as directed by the Engineer incharge upto a distance of 50m from thefoundationtrenches 3 Supply and laying of the following of sizes of AC/HDPE pipe with all jointing materials confirming to latest relevant IS 1592 & IS 4984;1995 or its latest amendment with coupiers including complete in all respect F.O.R. destination including all complete of the work 4 110mm dia HDPE Pipe 5 160mm dia HDPE pipe 6 supply for specials for above HDPE pipe @ 5% of item no-2 7 110mm dia HDPE Pipe 8 160mm dia HDPE pipe 9 Providing cast iron Detachable (C.I.D.) joints to PVC Pipe/ Asbestos cement pressure pipe and plain ended C.I. Specials of the following nominal diameter with collar, rubber ring ,flanges , bolts and nuts complete including testing of joints. 10 150mm dia 11 providing and fixing spindle fire Hydrant with 200mm outlet complete with components(80x65mm). 12 Providing and fixing C.I. double acting air valve of approved quality with bolts ,nuts ,rubber insertions etc. complete (the tail piecec ,tapers etc if required will be paid separately) 150mm dia 13 Construction of sluice valve (s.v.) air valve chamber (1.00x1.20x1.20m) internal size including exacation of fondation and concrete base with 1:4:8 (cement ,coarse sand & 40mm stone ballast) 15mm thick M-150 B/W (1:4) cement ,coarse sand including plaster 12mm thick 1:4cement ,coarse sand with neat cement finish ,RCC Cover 15cm thick in 1:1.5:3(cement ,coarse sand & 20mm stone grit) complete in all respect as per LDA specifications. 14 ROAD 15 Earthworkinsurfaceexcavationnotexceeding30 cm in depth but exceeding 1.5m in width as well as 10 sq.m. on plan including getting out and disposal of excavated earth upto 50m and lift upto 1.5m, as directed by Engineer-in-Charge: All kind od soil. (DSR-2023/2.1.1) 16 Earth work in embankment in ordinary soil,excavation to be in the form of regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes andincluding 1.50m lift and 30 m lead also including cartage of earth upto 8 kms,cost of earth if any,and royalty etc complete in all respect.(S/R) 17 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). DSR-16.2 18 Construction of granular sub-base by providing close gradedMaterial,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 desired density, complete as per clause 401 19 Providing laying spreading and compacting graded stone aggregate (size 53 mm to 75mm) to wet mix macadam specification including premixing the Material with water at OMC in for all leads & lifts, laying in uniform layers with grader in sub - base / base course on well prepared surface and compacting with vibratory roller of 8to 10 tonne capacityto achive the desired density ,complete as per MORT&H specification -501.6 & 501.7 complete in all respects 20 Providing and applying Primer coat with bitumen emulsionon the prepared surface of granular base including cleanning of road surface and spraying primer @ 0.60 kg/sqm. Using mechanical means ( as per MORTH Specification-502) 21 Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. On bituminous surface @ 0.25kg/sqm. Dsr 16.31.2.2 22 Bituminous Macadam (Grade-II) Providing and laying bituminous concrete with 100-120 TPH batch type HMP producting an average of 75 tonnes perhour ,using specified grading premixed with bituminous binder @ 3.3% mix to work at site as per MORT&H specification -501.6 & 501.7 complete in all respects unit=cum taking output =205 cum (450 tonne) 23 Semi- dense Bituminous concrete (Using waste Plastic) Providing and laying Semi- dense Bituminous concrete with 100-120 TPH batch type HMP producting an average ofspecified grading premixed with bituminous binder @ 5% mix to work at site as per MORT&H specification -508 complete in all respects(Reducing bituminous quanity by 8% and replacing waste as per IRC : SP: 98-2013) unit=cum taking output =195 cum (450 tonne) 24 Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR-2023/16.62 25 DIVIDER 26 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. DSR-2.8.1 27 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). DSR-4.1.8 28 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR-5.1.2 29 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete DSR-5.9.1 30 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 31 Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the workand including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. (SI No. 504) (S/R) 32 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) DSR-2023/13.47.1 33 SEWAR WORK 34 Excavation for depth below ground level for laying sewers, manholes, gully pits, chambers, sump etc. in ordinary soil (earth sand, loam and clay) including cutting of joints pits, trimming, dressing, leveling, refilling of trenches in 20 cm layers watering and ramming the same including removal of surplus earth or other dismantled materials upto a distance of 50 m from the centre of trenches. (i) 00.00 - 01.50 m B.G.L. (Sanction Rate) 35 0.00 to 1.50 m 36 1.50 to 3.00m 37 Supply & Laying of 250 mm ID Sn8 Double wall corrugated (DWC) pipes made of PP confirming to IS 16098 P-2 (Make Astral / Rex, Alom, Supreme) For leak proof Joints “Double Wall Corrugated (DWC) Pipe above 150mm ID ( in all the stiffness classes), should be supplied with Integral non-detachable socket having a minimum ring stiffness of 4 KN/m2 when tested individually according to Annexure C of IS-16098 Part I. For proper and leak tight jointing, Pipes of 200 & above sizes shall be joined with the help of Jacks only - to be provided by the pipes suppliers. No manual jointing is permitted for >200mm sizes. DWC pipes Manufacturer /or its group company should have at least 3 years’ experience of production of any type/ specification of Double Wall corrugated ( DWC ) pipes. The Elastomeric Rings used must be of ISI mark only. The manufacturer of the pipes should also have valid accreditation for ISO 9001 & ISO 14001.(Technical Requirements/amendments required In line with the Standard–16098) (Sanction Rate) 38 250 mm ID Sn8 39 300 mm ID Sn8 40 Construction of 1.00x1.20x1.50 m internal size manhole as per standard design and specification of LDA & including 30 cm thick cement concrete 1:4:8 base & channel (with 40 mm stone ballast, coarse sand & cement), brick work one & half brick work thick in 1:4 cement & coarse sand mortar & with neat cement finish including 16 mm dia M.S. bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement, coarse sand and 2 cm guage stone grit with including Circular Shape 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-35), floor with 1:2:4 cement concrete all complete as per Engineer in charge of work (height will be measured from invert of pipe to bottom of the slab (Sanction Rate) 41 Addition / subtraction Masonry shaft 1.00 x 1.20 m size as per standard design & specification of LDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 16 mm dia MS bar foot rest embedded with 1:2:4 cement concrete as 23 cm. centre to centre all complete as per of Engineer in charge of work. (Sanction Rate) 42 Construction of 0.60x0.60x1.50 m internal size connecting chamber as per standard design and specification of LDA & including 15 cm thick cement concrete 1:4:8 base & channel (with 40 mm stone ballast, coarse sand & cement), brick work 23 cm thick brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 16 mm dia M.S. bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre with including Circular Shape 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-35), floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the slab) (analysis rate). 43 Addition/ subtraction Masonry shaft 0.60x 0.60 mtr size as per standard design & specification of LDA having one brick work in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 16 mm dia MS bar foot rest embedded with 1:2:4 cement concrete as 23 cm. centre to centre all complete as per of Engineer in charge of work. (Sanction Rate) 44 DRAIN 45 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. DSR-2.8.1 46 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). DSR-4.1.8 47 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR-5.1.2 48 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete DSR-5.9.1 49 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 50 Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the workand including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. (SI No. 504) (S/R)
