Tender for internal development work of newly created land plots in part-B and C in Basantkunj Yojna Sector-H, 1 Boundary wall 2 Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60M (200feet) DSR 2023 3 Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 meters(200 feet) DSR 15.7.4 4 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 upto 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 No. 2.8.1 ) 5 Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) .(DAR No. 4.1.8 ) 6 Class-150 (Non Modular) brick work in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work . Cement mortar 1:4 (1 cement : 4 coarse sand).. .(DAR No.6.1.1) 7 Providing and laying in posotion cement concrete of specifiedgrade excluding the cost of centering and shuttering - All workup to plinth level.1:2:4 (1 cement : 2 coarse sand{zone-III}: 4 graded stoneaggregate 20mm nominal size). .(DAR No.4.1.3) 8 12 mm cement plaster of mix :. Cement mortar 1:4 (1 cement : 4 coarse sand).. .(DAR No.13.4.1) 9 Less of materials. 10 (a) Bricks Class -150 11 (b)Brick ballast 40mm Gauge 12 Road 13 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating eachdeposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.. Including cartage upto 10 km. distance as per directed by E/ISOR-2020-21/SI No-15 Page No-48 14 Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on perpared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratoy roller to achieve the desired density complete as per clause 401. For Grading I Material (GSB-I) 15 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per MORT&H specification-501.6 & 501.7 complete in all respects. 16 Providing, laying and rolling of open - graded primix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregated either using penetration grade bitumen of cut back of emulsion to required line, graded and level to serve as wearing course on a previously prepared base, Including mixing in a suitable plant, laying an rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. Including cost of Tack coat & Seal coat 17 Providing and applying Primer coat with Emulsion on 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) 18 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg. per square metres on the prepared bitumenous /granuler surface cleaned with mechanical broom. (as per MORTH Specification - 503) 19 Bituminous Macadam (Grade-II) providing and laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average of 75 tonnes per hour, 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=cumTaking Output = 205 cum (450 tonne) 20 Semi-Dense Bituminous Concrete (Using Waste Plastic) providing and laying Semi-Dense Bituminous Concrete with 100-120 TPH batch type HMP producing ab average of specified grading, premixed with Bituminous binder@ 5.0% mix to work at site as per MORT&H specification-508 complete in all respects. (Reducing Bituminous Quanity by 8% and replacing it by Plastic waste as per IRC: SP: 98-2013) Unit=cumTaking Output = 195 cum (450 tonne) 21 Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automaticthermoplastic 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 16.62 22 Drain & Culvert 23 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trench or drain (not xceeding 1.5 m in width or 10 sqm on plan) excavated soil and disposal of surplus excavated soil as directed within a lead of 50m including dressing of sides and ramming of bottoms lift up to 1.5m including including getting out the all kinds of soil (SOR No-2.8.1) 24 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) : 8 graded stone aggregate 40 mm nominal size)DSR 4.1.8 25 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): 3 graded stone aggregate 20 mm nominal size derived from natural sources) DAR 5.1.2 26 Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases of columns, etc. for mass concrete.DSR 5.9.1. 27 Centering and shuttering including strutting, propping etc. and removal of form work for : Walls (any thickness) including attached pilasters, butteresses, plinth and stringcourses etc.DSR 5.9.2. 28 Mild steel or iron in plain work such as reinforced concrete or reinforcedbrickwork(whennot wroughttoincludedin overallrates)wroughttorequiredshapeas necessary including bending forproper completionof thework and includingsupplyofsteelitswastagebendhooksand authorizedoverlappingshallbemeasureduptofloortwo level. as per S.I. No. 504. 29 Park 30 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 upto 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. 31 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 (1Cement : 4 coarse sand (zone-III) derived from natural sources : 8 gradedstone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 32 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): 3 graded stone aggregate 20 mm nominal size derived from natural sources) DAR 5.1.2 33 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) DSR 5.2.2. 34 Mild steel or iron in plain work such as reinforced concrete or reinforcedbrickwork(whennot wroughttoincludedin overallrates)wroughttorequiredshapeas necessary including bending forproper completionof thework and includingsupplyofsteelitswastagebendhooksand authorizedoverlappingshallbemeasureduptofloortwo level. as per S.I. No. 504. App.Rate. 35 Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases of columns, etc. for mass concrete.DSR 5.9.1. 36 Centering and shuttering including strutting, propping etc. and removal of form work for : Walls (any thickness) including attached pilasters, butteresses, plinth and stringcourses etc.DSR 5.9.2. 37 Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, Pillars, Piers, Abutments, Posts and Struts. DSR 5.9.6. 38 Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)DSR 13.44.1 39 Providing and applying white cement based putty of average thickness 1 mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.DSR 13.80. 40 Sewer Work 41 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, levelling, refiling 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. 42 0.00 - 1.50 m 43 1.50 - 3.00 m 44 Supply & Laying of 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) 45 250 mm ID Sn8 46 300 mm ID Sn8 47 Construction of 1.00x1.20x1.50 m internal size manhole as per standard dsign 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 includingCircular 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 (analysis rate). 48 Addition/ subtractionMasonry shaft 1.00x 1.20 m size as per slandard 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. (analysis rate) 49 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 includingCircular 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). 50 Addition/ subtraction Masonry shaft 0.60x 0.60 mtr size as per slandard 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. (analysis rate) 51 Provide and fix open timbering in (covering 1/3 of surface area by plank) in trenches for the depth upto 3m below grond level consisting of 40mm thick approved country wood planks for polling boards. 125 mm x 75 mm Indian sal wood wallers and 100 mm dia sal ballies for struts at 1.5m percent including removal after laying of sewers.(Both sides of trenches will be taken as one side for the purpose of payments and measurements i.e. area equal to length x depth of trench)Dismantled timbering materials will be the property of the contractor. 52 0.00-3.00M 53 Water Line 54 Excavation for Pipe Line, ordinary soil (Loan clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 50 m & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 50 m from the foundation trenches. (0.00 to 1.50 m B.G.L.) 55 Supply & 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 comlete of the work. 56 110mm dia HDPE Pipe 57 160mm dia HDPE Pipe 58 Supply for specials for above HDPE pipe @ 5% ofItem No- 2 59 110mm dia HDPE Pipe 60 160mm dia HDPE Pipe 61 Providing Cast Iron Detachable (C.I.D.) Joints to PVC Pipe/ Asbestos Cement Pressure Pipes and Plain Ended C.I. Specials of the following nominal diameter with Collar, Rubber Ring, Flanges, Bolts and Nuts complete including testing of Joints. 62 150 mm dia 63 Providing and fixing spindle Fire Hydrant with 200 mm outlet complete with components (80 x 65 mm) 64 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required wil be paid separately) (150 mm dia) 65 Construction of Sluice Valve (S.V.), Air Valve Chamber (1.00x1.20x1.20m) internal size including excavation of foundation and concrete base with 1:4:8 (cement, coarse sand & 40 mm stone ballast) 15mm thick, M-150 B/W (1:4) cement, coarse sand including plaster 12mm thick 1:4 cement & coarse sand with neat cement finish, RCC cover 15 cm. thick in 1:1.5:3 (cement, coarse sand & 20 mm stone grit) complete in all respect as per LDA specifications.
