Building Construction Department Tender
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Costs
EMD
₹ 2,52,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_BCD_97654_1Bid Award Id
ViewTender No
BCD/Div.No.-1, Ranchi/74/2024-25Tender Authority
Building Construction Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume).
305.7
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Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer In charge
31.29
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Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling and plugging 12 mm diameter holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floor.
With Chlorpyriphos EC 20% with 1% concentration
9.81
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Providing and laying in position cement concete of soecified grade excluding the cost of centering and shuttering - All work up tp plinth level 1:4:8 (1 cement :4 coarse sand (Zone -III) :8 graded stone aggregrate 40 mm normial size)
93.09
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Providing and laying in position machine batched and machine mixed design mix -25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix including pumping of concrete to site of laying but excluding the cost of centering shuttering,finishing and reinforcement, including admixtures in recommended proportion as per IS : 9103 to accelerate retard setting of concrete improve workability without impairing strength and durability as per direction of engineer in charge (note :- cement content considerd in this item is @ 330kg/cum excess /less cement used as per design mix is payable/recoverable separately).
All works upto plinth level
21.2
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All works above plinth level upto floor V level
9.67
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Add for using extra cement in the items of design mix over and above the specified cement content therein.
17.49
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Providing Tor steel reinforcement of 8mm. dia rods as per approved design and drawing -do- -do- TMT Fe 500 (Only valid for sAlL & TATA Steel
1.18
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Providing Tor steel reinforcement of 10mm. Dia. bars as per approved design and drawing -do- -do
0.94
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Providing Tor steel reinforcement of 12mm.,16 mm Dia. bars as per approved design and drawing -do- -do
1.49
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Providing Tor steel,reinforcement of 20mm, 25mm,dia bars as per approved design and drawing -do- -do Fe 500 (Only valid for SAIL & TATA Steel) JSPL, and Vizag Steel)
1.69
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Providing Tor steel,reinforcement of 28mm, 32mm dia bars as per approved design and drawing -do- -do-TMT bar Fe 500 (Only valid for SAIL & TATA Steel) JSPL, and Vizag Steel)
0.24
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Centering and shutteing including struting, propping etc and removal of form for Foundations, footings, bases for columns, etc for mass concrete
42.74
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Suspended floors, roof , landings , balconies and access platform
13.18
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Extra for shuttering in circular work ( 20% of respective centering and shuttring itmes
31.04
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
61.59
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Columns, Pillars, Piers, abutments, Posts and struts
65.87
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Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I
659.24
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Providing designation 75 A brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.
123.9
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providing designation 75 B brickwork in C M ('1 :6 ) in foundation and Plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing. taxes and royalty all complete as per building specification and direction of E/l.
1
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Providing designation 75A brickwork in CM (1:3) in superstructure with approved quality of clean coarse sand of FM 2 to 2,5 including providing 10mm thick mortar joints , cost of screening, materials, scaffolding, raking out joints to 15mm depth curing, taxes and royalty all complete as building specification and direction of E/I
8.84
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Providing Designation 100A B/W with Fly Ash Lime Brick (FALB) conforming to IS 12894-1990 (9"x4.5"x3") in cement mortar (1:6) in Superstructure with clean coarse sand of F.M. 2 to 2.5 including 10mm thick mortar joints,cost of screening, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.
22.43
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Providing designation 112 mm thick reinforced designation 100 A brick work vuith fly ash lirne brick (FLAG)confirming to lS 12894-1990 (9"x4'5"x3" ) in C.M. ( 1 . 4 ) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, carriage of materials scaffolding, raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specificationand direction of E/|.
1
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Extra for providing & placing in position 2 no 6mm dia ms bar every 3rd corse of half brick masonary
1
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Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making
horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand)
6.9
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Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness,including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)
Profile -C : Fixing with adjustable lugs with split end tail to each jamb
5.2
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Supplying fitting and fixing 35mm thick solid core type non-decorative single leaf flush shutter door and windows with black board core blended with high quality phenol formal clehydes synihetic resin both side commercial veneered of standard make with Aluminium fittings :such as hinges, tower bolts, hendle, cleats and sand blocks and laxes all conrplete as pe building specrfication and direction of E/l.
2.1
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Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.
1.00mm thick
8.4
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Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete :
6.2
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Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.
1
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Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
1
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Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
1
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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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
24
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Supplying,frtting and fixing M.S. grill made of 20x6cmm M.S. flat as per approved design and drawing, properly fabrlcated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/1
227.75
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Supplying, fitting and fixing M.S. grill gate with M.S. grills made of 20x6mm M.S. flats or 16mm square bars fitted on 25x25x6mm M.S Angle frame including cost of fabrication , providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/l.
493.03
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,
gates and similar works
4782.5
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Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid .in basic item):
With float glass panes of 5 mm thickness (weight not
less than 12.50 kg/sqm)
5.5 mm thick glass panes
15.18
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Providing and fixing granite 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for flooring, kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
2.98
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Providing edge moulding to 18 mm thick marble/granite stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
4.96
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Kota stone slab flooring over 25 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1
cement : 4 coarse sand) :600x600
61.48
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Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
0.55
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providing and laying, Doublecharge vitrified floor tiles in different sizes (thickness to be specified by lhe manufacturer) with water absorption less than 0.08% and conforming to lS 15622/ISO 13009 of approved make in all cotours and shades, laid on 20mm thick cement mortar 1 4 (1 cement:4 coarse sand) jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete Size of tile 600x600 mm
11.55
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Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including
rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
34.5
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Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
4
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Water proofrng for Old and New Roof Slab :- Providing and laying waterprooflng treatment on roof slab by applying two Component, factory a designed ready to use, acrylic modified flexible,material applied with brush, roller or spray for wate proof i n g coating as per manufactlrer specificatio With following steps :-
(a)surface preparation :-Provrding and cleaning of concrete surface to remove dLrst, oil, grease including removal of existing loose paint / coating, and cement laitance by cleaning with compressed air & water jet including all materials, labour, tools complete. Ponding test to be done after plugging all outlets and to be checked from sofftt to identify seepage, leakage. On identiiication of seepage, cement grouting to be done with non shrink expanding admixture of Sika lndia Pvt.Ltd. / MYK Schomberg / Dr Fixit/Fosroc or equrivallent. Providing and reparing of all corners and joinis such as those betr,veen the parapet wall and the roof slab etc shall be chamfered with '150mm X '150 mm fillet of mortar (Cement: sand - 1:4) admixed with acrylic polymer of Sika/ Fosroc/MYK Schomberg/Dr Fixit or equivalent Before chamfering a prime coat shall be given with the sl u rry ?!gc!ylic polyrner Repai rin g su rface irreg ularities, damaged concretein base slab, dead cracks if any, with an acrylic polymer modilied repair moriar ir;cluding a coat of bonding agent of the same with ceme nt slurry rncluding all rnaterial, labour, tools complete. (b)1st Coat :- Apply 1st coat of two component acrylic modified, ready to use, llexrble cementitious material on surface saturated dry roof and inside wall of Parapet wall upto 600 mm by brush or roller. After 1st coat of application ,45 gsm oI Fibre glass cloth to lay when the first layer is still green. 1st coat should be applied @1.50 kg/SqmUcoat For the fJUrpose of n'ieasurernent tite entire treated surface will be measured."
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(c) :2nd Cr:ai :-T,: apply the 2nd coat of two component acrylic modified, reatiy to-use, flexible cementttious material right angle to the '1st coat over the glass fibre liad surface. 2nd coat should be applied @0.7 kgl Sqrnt/coat. For the pltrpose of measurement the entire treated surface will be rneasurecl." Alte r three days of drying the 2nd coat, therainwater ouilets to be plugged and ponding test to be done for 48 hours to rrjerrtify se epage, lealage from soffit and if found necessary rectification lo be plugged and ponding test to be done for 48 hours to identify seepage, leakage from soffit and if found necessary rectifcation to be done as per satrsfaction of E/C
protected from damage before screed over it. Watqr proofing Brand:*Sika Topseal 109hi / Fosroc Brushbond RFX/ Dr Fixit Pidiffin 2Kl MYK Aqraiin TG Product Performance - Chemical Base Part A.
Acrylic copolmer, Part B Specially graded cementitious powder -
Density 1.6 l.rg/l (mixcd density) at +27oC Tensile Strength -
2 lllmm2 after 28 clays (with Fibre cloth) (According to ASTM D 2370)Prillcut Bond Streric;tl-r '-2 I'J/mm2 (concrete lajlqry) (Aqgcrdlglq ISO 4624) Slant-Shear Bond Strength -4 N/mm2 (According to FIP 5.'15) Elongation at Break -35% without Fibre Cloth and 20% wilh Fibre Clot (Accordrng to ASTM D 2370)
(d) Protection of treated surface with PCC- The treated surface should be covered with 25mm/50mm PCC of M-20 grade(1:1.5:3) with proper slope ( '1:120) towards tlre rain outlets in alternatepanels of 2 mt x 2mt keeping 6 mrn gap betuieen the panel joint. lntegralwater proofing admixture conforming to lS 2645 @ of 100 ml per bag of of cement to be added in the scree d concrete(pard separately for thts ltems).-All corners shall be charrmfered with 150mm X 150 mm fillet. The rainwater outlets shall be just leveled with the screed concrete to ensure smooth discharge of water - the peripheral gaps between pvc pipe outlet and concrete surface slrould be packed properly with rich concrete and the peripheral mouih to be sealed with moisture insensitive epoxy putty of Sika lndia Pvt.Ltd / IVIYK Schomberg / Dr FixiUFosroc .For the purpose ofrreasurement the entire treated surface will be measured."
(e) Groove of PCC surface should be filled with Polysulphide Sealant (Paid Separately) Brand - Sika lndia Pvt Ltd / MYK Schomberg / Dr Fixit/Fosroc Warranty for Five years.
83.89
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Covering of treated surface wrth PCC :- Providing 50mm thick Cementn Concrete M20(1:'1.5:3) r'naintaining slope in alternate 2 mIx 2 mt panels with aaproved quality of stone chips of 20 mm to 6 mm size graded and clcaned sand of F M 2 5 io 3 including screening,shuttering,and mixing cerite nt c0ncrete in mixer with admixture of integral water proofing and placing rn position,strikirrg cLrring,t-a]glgnd royality all complete as per buildirrg specifictionJand direction of E/l.Panels that has been left should be casteci nextday.-lhere should be 6 mm gap between Panels.Brand- Sika *Plastocrate plus,MYK proof WP10, Fosroc- Conplast X421ic , Dr Frx,t Prdiproof LWr
83.89
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Providing and mixing Liquid lntergral water proofing compound in Conctrete or plaster as per rnanufacturer specificatioqand as per cjirection of Eng - in Charge Brand- Sika Plastocrate plus, MYK proof WP 1 0, Fosroc-Cc.rnplast X4211 C, Dr fixit Pidiproof LW+ or Equivalent
10.24
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Providing and filling of 6 mm groove between 50mm PCC panels with 6 mm thick deep thermocol strip and filling the rest 25mm with polysulphide sealant (poring grade)as per drawing and technical specification and direction of E in charge (with 18 % GST ). Brand:- sika - polysulshide,fosroc- thioflex 600, dr fixit pidi seal PS (42P) ,MYK seal PS or euivalent.
83.89
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Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per specification and direction of E/I.
79.41
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Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per specification and direction of E/I.
117.36
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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
398.77
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Providing 19 mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5with 5% cico or any other approved water proofing compoundincluding taxes and royalty all complete as per building specification and direction of E/l.
641.99
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Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 SQM) over and including priming coat of exterior primer applied @ 2.20kg/10 SQM
89.82
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Finishing walls with Acrylic Smooth exterior paint of required shade,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)
112.17
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Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour
196.78
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Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direciton of E/l.
53.15
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately):
Powder coated aluminium (minimum thickness of powder coating 50 micron)
45.55
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For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
Powder coated aluminium (minimum thickness of powder coating 50 micron)
75.92
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Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.
With 12 mm mild steel U beading
15.18
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Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres.Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m
1190
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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.)For Grading -II Material
95
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Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bitumious road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)
2380
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
72
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Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
238
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Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway 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 course 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, all complete as per manufacturer's specifications & direction of Engineerin- Charge.
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60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern.
2776
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Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.
250
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Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
69
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Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting In position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete.
19.8
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Providing and laying tactile tile (for vision impaired persons as per
standards) of size 300x300x9.8mm having with water absorption less
than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
238
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Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment).
330
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Supplying and stacking at site dump manure from approved source, including carriage up to 1.0 km (manure measured in stacks will be reduced by 8% for payment)
24.75
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Screened through sieve of IS designation 20 mm
8.25
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Screened through sieve of IS designation 16 mm
8.25
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Screened through sieve of IS designation 4.75 mm
8.25
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Supplying and stacking of well decayed cow dung manure at site including royalty and carriage up to 1.0 km (cow dung manure measured in stacks will reduced by 8% for Payment)
24.75
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Fine dressing of the ground
1100
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Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-in-charge
379.5
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Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Engineer-in-charge (cost of sludge, dump manure and / or good earth to be paid separately).
379.5
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Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts
220
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Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)
-
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Holes 1.2 m diameter and 1.2 m deep
90
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Holes 90 cm diameter and 90 cm deep
480
-
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Holes 60 cm diameter and 60 cm deep
100
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Complete maintenance of the entire garden features having as per yard stick in the garden
area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing,
weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting
by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide &
fertilizers (whenever required) top dressing of lawn with good earth and manure and
maintenance of other garden related works as directed by office-in-charge (Cost of Good
Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn
mover and brush cutter with fuel and other T & P material/articles shall be provided by the
contractor.) and as per direction of officer in charge.
13200
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Delonix regia
50
-
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Cassia fistula
50
-
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Pterospermum acerifolium
30
-
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Ficus religiosa
10
-
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Ficus benghalensis
10
-
-
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Cestrum nocturnum
20
-
-
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Azadirachta Indica
20
-
-
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Bauhinia purpurea
20
-
-
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Callistemon lanceolatus
20
-
-
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Spathodea campanulata
20
-
-
... More
Plumeria alba
20
-
-
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Plumeria rubra
20
-
-
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Lagerstroemia flosreginae
20
-
-
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terminalia mantaly (10 ft high)
150
-
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foxtail palm
20
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Bottle palm
20
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Buddha belly bamboo
20
-
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Clerodendrum inerme
2000
-
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Ficus panda
50
-
-
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Ficus benjamina Starlight
20
-
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Gardenia jasminoides
200
-
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Golden duranta
150
-
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Hamelia patens
100
-
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Hibiscus rosa-sinensis
100
-
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Raphis excelsa
100
-
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Tecoma gaudichaudi
100
-
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TMC dwarf
25
-
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Canna dwarf
25
-
-
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Rose
25
-
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Alternanthera red
600
-
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Chlorophytum comosum
600
-
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Jatropha
600
-
-
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Sprenger's asparagus
600
-
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Syngonium podophyllum
300
-
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Tradescantia pallida
300
-
-
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Cynodon dactylon
400
-
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SH 11 CARRAIGE OF MATERIALS
-
-
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SAND (UPTO 10KM LEAD)
321.85
-
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CHIPS (UPTO 22KM LEAD)
340.87
-
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BRICKS (UPTO 8KM LEAD)
95.41
-
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Providing brick Bats soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.
1.47
-
-
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phoenix dactylifera (10 ft)
50
-
-
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Add 18 % GST
1
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Add 1% Labour Cess
1
-
-
Evaluation Notes How It Works ?
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