Development of Karpuri Thakur Bhawan Paver Block, Approach Road, Boundary Wall, Library, Karpuri Bhawan and Installation of Chair, Almirah at Chatra.

Amount

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.

Earth Filling in foundaction trenches and plenth in layers not exceeding 150 mm thick wellwatered, rammed, fully compacted and fine cressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of '1.SlVl all complete as per building specification and direction of E/

Provicling designation 75B one brick on edge soling - do- ----do all complete as per building specification and dractio and E/I.

Providing P.C.C. (1:1.5:3) in foundation with Stone Chips -do- -do- all complete job. (5.3.1.1)

Providing and laying 6mm precast with glazed tiles in walls over 12mm cement morter (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing polishing and cost of cuting taxes and rolty and rolity all complete as per building specification and dractio and E/I.

Providing coarse clean sand in filling in foundation trenches or in plirrth including rammrng and watering in layers not exceeding 150mm thick wiih all leads and lifts including cost of all rnaterials, labour, royaity and taxes all complete as per building specrfication anci direction of E/l ( Mode of measurement compacted vo.utitu)

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 in Non- thorny Jungle by manual means.

Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approvedmaterials deposited at site from roadway cutting and excavation from drain 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

Providing and spereding granular sub-base grading III material,sperading in uniform layer with motor grader on prepaied surface, mixing by mix in place method with rotavator at OMC and compacting with smooth roller to achive the desired density over WBM/KACCHA with required section complite as per direction of E/I.

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 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and 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 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Earthwork in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts,levelling,ramming the foundation trenches, removing roots of trees,shurbs all complete as per approved design, building specification and direction of E/I

Filling in founclation trenches and plenth in layers not exceeding 150 mm thick wellwatered, rammed, fully compacted and fine cressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of '1.SlVl all complete as per building specification and direction of E/

Providing coarse clean sand in filling in foundation trenches or in plirrth including rammrng and watering in layers not exceeding 150mm thick wiih all leads and lifts including cost of all materials, labour, royaity and taxes all complete as per buildingspecrfication anci direction of E/l

Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per bLrilding specification and directton of E/l.

Providing P.C.C.M-l50 rn nominal mrx of (1'2"4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sancl of F M.2 5 to 3 including screening, shuttering mixing cement concrete in mixer and placrng in position' lvibrating, strrking, curing, taxes and royalty all complete as per I fui,O,ng specification and direction of Engineer-in-charge'

Providng R c c M _ 200 wiih nominat mix of ( 1:'1:5:3 ) rn foundation trench plinth with approvecl quality of stone ---- do

Providing R.C.C. M200 with nominal mix of (1:1.5:3) in band at Plinth level………….do……….do……….

Providing R.C.C. M200 with nominal mix of (1:1.5:3) in column…………do……………do…………

Centring and shuttring including strutting, proping etc and removal of form for………

Foundation, base of Column

Plinth beam

Column

Providing 75B brick workin CM (1:6) in Superstrecture………..do…………….do………….

Providing Tor seel reinforcement of 8mm,10mm,12mm,16mm,20mm dia……do………….do………….

Providing 12mm thick cement plaster (1:6)…………….do…………..do………………

Providing two coats of snow cem over new surface -do--do-allcompletejob as per specification and direction of

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel

Carriage of material

(i) sand 10km

(ii) Chips 10 km

(iii) Bricks (7+1)

(iv) Earth 10 KM

Providing and applying white cement based putty of av. Thickness 1 mm thick……….do………..do……….all complite as per direction of E/I.(13.80 DSR)

Providing two coats of plastic emulsion Paint of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffold (5.8.21)

Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm

Providing and fixing double glazed thermetically sealed glazing in aluminum windows and partition etc with 6 mm thick clear float glass both side having 12 mm air gap per 4 mm PVC White sheet including providing EPDM Gasket , Perforated aluminum spacers, desiccants sealen (Both primary and secondry sealent) etc as per building specification and direction of E/l (DSR-21.10)

Godrej Regency Vistor with Arms

Godrej Table Insight 166x900x740

Godrej 4 Door Bookcase

Add 18 % GST (in Basic Rate must fill 18)

Add 1% Labour Cess (in Basic Rate must fill 1)

MS DEO CONSTRUCTION