Construction and furnishing of newly constructed ASCO office building at Komna with Boundary wall, water supply, Electrification and other peripheral development

Survey, Demarcation, Cleaning of bushes, Uprooting of ipomia and cutting of trees from the campus for alignment etc. complete.

Earth work excavation of foundation in Hard Soil within initial lead and lift etc. complete.

Filling Foundation and plinth with well graded sand including watering and ramming

C.C. (1:4:8) with 40mm size crusher broken granite metal in F&P etc. all complete.

Rigid & smooth centering and shuttering in foundation etc. all complete.(a) Column upto Plinth

(b) Column in Super Structure

M -20 grade R.C.C. using 20mm&down graded chips crusher broken Column base, Column & Plinth Band

Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification

Fly Ash Brick work having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ± 8 percent in cement mortar (1:6) in F & P.

Fly Ash Brick work having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ± 8 percent in cement mortar (1:6) in superstructure in ground floor

15 Cm deep brick coping 23cm to 25cm thick walls including plastering (1:4) complete.

Providing 12 mm thick C.P. (1:6) on brick wall

Providing Cement washing 2 coats etc. Complete.

Finishing walls with water proofing cement paint of approved shade on new work 2 coats to give an even shade including cost of brushes and putty including cost of paint.

Iron work wrought and put up in grated doors, windows and cage latrines of Hollow GI Pipes

Priming one coat with any approved red oxide over steel work Data for 9.30sq.m

Painting 2coats with any approved iron paint on new iron work

Borewell

Labourfordrillingaperfectlyverticalboreholeofspecifieddiaforaspecifieddepthbelowgroundlevelthroughconsolidatedandunconsolidatedrockwithdowntheholehammerdrillingrigsor combinationdrilling rigs (650cfm/ 200psi) as required tosuit thesiteconditionasper thedirectionofEngineer-in-charge includinguseofownrigswithitsaccessories,toolsandplantandconsumablesetcforloweringof125mmdiaPVC/GIpipesforhousingfittedwithsocketandwith orwithoutwell screenasper thenecessityforsoft,medium,hardandboulder formation(GI/PVCcasingpipes if required toprevent collapseof over burden is tobeprovidedby thecontractor including lowering and withdrawing after completion of the tube well) from 00m to 60m

Cost of 125mm dia PVC plastic Pipes Schedule -80 as per ASTM -D-1785/2004. of reputed malke specification. Manufacturer name should prominently be marked with CIPET cerficate in body of pipe in indeliable ink stenciled to the satisfaction of Engineer-in-charge.

Cost of lowering of casing pipe (200mm dia PVC pipe)

Cleaning and developing the bore well using their own compressor continuousely worked till clear and adequate discharge ois obtained from the well including supply and use of all necessary equipments and labour as per the direction of enginbeer-in-charge.

Cost of 1.5 hp submersible pump 18 stage

Cost of HDPE column pipe( 32mm, Schedule-80)

Cost of submersible cable (2.5 sq.mm.) of ISI marked

Accessories of pump fitting (reducer, nipple, short piece, bore cover etc) upto overhead tank.

Staineless steel wire rope for suspending the pump

Cost of control panel of approved make for 1.5HP Submesrsible Pump

Installation charges for pumpset, control panel and accessories.

Transportation of all PVC pipes, Pump, accessories and fittings.

Recessed wiring to sub-main in 2 x 4 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metallic heavy duty flexible conduit 1.6 mm thick along with 1 x 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth as required. (Make of wire - Finolex/L&T/Anchor/Havells/VGuard) (Data for 50 m)

Approach Road with Paver Block

Excavation of foundation in Hard soil within 50m initial lead and 1.5m initial lift

Rolling and compacting to sub grade or formation loosening by cutting ordinary earth for 0.15 Mtr. depth including watering and rolling by PRR as per specification and direction of Engineer-in-charge

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) (a) Granular Sub Base using stone screened dust

(b) WBM Base using Type-A 13.2mm Stone Screening

Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP - 63:2018.

Vehicle Stand

Excavation of foundation in Hard soil within 50m initial lead and 1.5m initial lift

Rolling and compacting to sub grade or formation loosening by cutting ordinary earth for 0.15 Mtr. depth including watering and rolling by PRR as per specification and direction of Engineer-in-charge

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) (a) Granular Sub Base using stone screened dust

(b) WBM Base using Type-A 13.2mm Stone Screening

Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP - 63:2018.

Iron work wrought and put up in trusses and record racks SHS

Labour for fixing G.C.I. Sheet in roof drilling hole in wind ties including fixing of ridges valleys wind ties etc. excluding cost of fitting per 1 Sqm

Cement Concrete(1:2:4)with12 mm size Hard Granite Chips (Crusher broken)

Store Room

Excavation of foundation in Hard soil within 50m initial lead and 1.5m initial lift

Filling Foundation and plinth with well graded sand including watering and ramming

Cement Concrete(1:4:8) with 40 mm size Hard Granite Metal

Cement concrete (1:2:4)with 12mm size hard broken granite chips per 1cum

Brick work with Fly Ash Brick in cement mortar (1:6) in foundation and plinth works

Brick Work with Fly Ash Bricks having crushing strength 75kg/sq.cm in cement mortar (1:6) in Super Structure

RCC Work M-20 grade with 20 mm and down grade HG chips (CB) including hoisting,lowering & laying concrete and compacting (a) Plinth Band and Column Base

(b) Column & Beam

(c) Lintel

(d)Chajja

(e)Roof

Straightening,Bending,Binding of M.S.Rod including cost of rod,Binding wire and transportation G.F

Filling Foundation and plinth with Excavated Earth

12mm thick cement plaster in C.M(1:6)over brick work F & P

16mm thick cement plaster in C.M(1:6)over brick work G.F.

12 mm thick cement plastering C.M. (1: 6) G.F.

6mm thick cement plaster in C.M(1:4) R CC surfaces G.F.

Finishing walls with water proofing weather coat paint ground floor

Wall painting two coats with Plastic emulsion paint of approved shade

Supplying of MS Doors of windows

Priming one coat with any approved red oxide over steel work.

Painting 2coats with any approved iron paint on new iron work.

2.5 cm thick grading concrete (1:2:2) on roof slab with 6mm size CB hard granite chips

Land Levelling

Excavation,loading,unloading and carriage by mechanical means of all kinds of soil,including stoney earth,gravels and moorum etc interspread with boulders up to .5cum size with all lifts and delifts including trimming of the slopes and bed to design section and depositing the excavated materials away from the work site as per specification and as directed by the E-I-C within an initial lead of 1 km from the place of excavation complete per 1cum