WAPCOS Limited Tender

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WAPCOS Limited - WAPCO Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date1 Sep 2023
Closing Date14 Sep 2023
Tender Amount₹ 1,48,63,221 
Notes
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Costs

Summary

R And R Of Chamunda Mandir, Khurja

Description

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BOQ Items

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DO_NOT_SHOW

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All kinds of soil

290.22

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

215.64

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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

7450.22

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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

57.94

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Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1cement : 2 Coarse sand) to match the existing floor:

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With Chlorpyriphos E.C. 20% with 1% concentration

247.2

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

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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)

64.36

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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

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All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum

93.02

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All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum

109.61

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Add for using extra cement in the items of design mix over and above the specified cement content therein

66.87

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to & above plinth level

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Thermo-Mechanically Treated bars of grade Fe-500D or more

21927

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Centering and shuttering including strutting, propping etc. and removal of form for

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Foundations, footings, bases of columns, etc. for mass concrete

95.79

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Lintels, beams, plinth beams, girders, bressumers and cantilevers

450.33

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Suspended floors, roofs, landings, balconies and access platform

490.98

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Columns, Pillars, Piers, Abutments, Posts and Struts

454.81

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Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).

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Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) For 3.5 to 4.5m Ht

278.1

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

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Cement mortar 1:6 (1 cement : 6 coarse sand)

96.91

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Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level.

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Cement mortar 1 : 4 (1 cement : 4 coarse sand)

107.18

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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

559.27

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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.

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Hot finished welded type tubes

1465.46

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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete

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Fixed to steel windows by welding

94.67

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Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.

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35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

4.2

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Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).

4.2

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Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).

4.2

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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters

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80x1.25 mm M.S. laths with 1.25 mm thick top cover

12.83

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Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :

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4.0 mm thick glass panes (weights not less than 10 kg/ sqm)

7.19

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30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The stylesand rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to theshutter styles by means of plastic/ galvanised M.S. 'U' cleats.The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts andwashers, complete as per manufacturer's specification and direction of Engineer-in-charge.

5.52

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Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws,joints mitred and Plastic welded. The hinge side vertical of the framesreinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1mm) wall thickness and 3 nos. stainless steel hinges fixed to the framecomplete as per manufacturer’s specification and direction of Engineerin-charge

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Extruded section profile size 48x40 mm

19.8

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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.

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With 12 mm mild steel U beading

8.64

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Providing and fixing ISI marked IS : 1341 oxidised M.S. pressed butt hinges with necessary screws etc. complete. (copper oxidized as per IS: 1378)

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125x65x2.12 mm

6

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75x47x1.70 mm

24

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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

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Single rubber stopper

2

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Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. (copper oxidized as per IS: 1378)

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300 mm weighing not less than 330 grams

12

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Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :

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300x10 mm

4

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250x10 mm

17

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Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :

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125 mm

24

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Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :

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300x16 mm

3

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Providing and fixing aluminium Pull bolt, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with necessary screws bolts, nut and washers etc. complete :

3

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Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (copper oxidized as per IS: 1378)

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100 mm

10

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Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : (copper oxidized as per IS: 1378)

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250x10 mm

10

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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours 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.

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Size of Tile 600x600 mm

213.49

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Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).

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Size of Tile 600x600 mm

7.75

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Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.

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Size of Tile 600x600 mm

7.75

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Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

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Glazed Vitrified tiles Matt/Antiskid finish of Size of Tile 600 x 600 mm

40.44

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Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

147.03

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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for 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 of edges to give high gloss finish etc. complete at all levels.

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Granite stone slab of colour black, Cherry/Ruby red Area of slab over 0.50 sqm

2

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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).

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Light shade pigment using white cement

134.77

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

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40 mm thick with 20 mm nominal size stone aggregate

57.84

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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :

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With average thickness of 120 mm and minimum thickness at khurra as 65 mm.

251.91

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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.

12

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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

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In 75x75 mm deep chase

147.68

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12 mm cement plaster :

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1:4 (1 cement : 4 coarse sand)

303.12

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1:6 (1 cement: 6 coarse sand)

462.26

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15 mm cement plaster on rough side of single or half brick wall of mix:

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1:6 (1 cement: 6 coarse sand)

860.72

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Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.

436.03

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Providing & fixing chicken wire mesh (Reference IS: 3150- 1982) of 19 size of aperture at the junction of RCC members and brick work, of approved quality including fixing mesh in position by necessary nailling in concrete or/B.B. masonary and or tying by binding wire etc. complete

51.87

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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.

1507.69

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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:

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New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

860.72

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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :

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New work (two or more coats) over and including water thinnable priming coat with cement primer

646.97

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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :

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Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

70.21

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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge

246.75

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Supply and fixing the Ornaments in Temple idols

5

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Water Supply

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Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:

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White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

4

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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:

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White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

4

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Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

2

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Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

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One urinal basin with 5 litre white P.V.C. automatic flushing cistern

3

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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion (i) Single socketed pipes.

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110 mm diameter

76.5

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Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :

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For 100 mm dia pipe

50.67

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Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.

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110 mm

12.67

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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m 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.

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All kinds of soil(Around Temples)

70.94

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:

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1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) Drain

4.02

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Centering and shuttering including strutting, propping etc. and removal of form work for:

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Foundations, footings, bases for columns. Drain P.C.C

11.82

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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :

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Cement mortar 1:4 (1 cement :4 coarse sand) Drain Side wall 115 mm thick

47.29

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15 mm cement plaster on rough side of single or half brick wall of mix:

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1:4 (1 cement: 6 coarse sand) (Drain Wall)

65.42

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Making soak pit 2.5 m diameter 3.0 metre deep with 45x45 cm dry brick honey comb shaft with brick and s.w. drain pipe 100 mm diameter, 1.8 m long complete as per standrd design

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With common burnt clay F.P.S (non modular) bricks of class designation 7.5

1

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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.

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20 mm nominal dia Pipes

28

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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.

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32 mm nominal dia Pipes

5

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40 mm nominal dia Pipes

15

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Providing and fixing PTMT bib cock of approved quality and colour

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15mm nominal bore, 86 mm long, weighing not less than 88 gms

5

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15 mm nominal bore, 165 mm long, weighing not less than 110 gms

2

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Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms

7

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Providing and fixing PTMT stop cock of approved quality and colour.

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20 mm nominal bore, 89 mm long, weighing not less than 88 gms

4

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Providing and fixing uplasticised PVC connection pipe with brass unions :

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45 cm length 15 mm nominal bore

2

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Providing and fixing PTMT grating of approved quality and colour.

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Circular type 125 mm nominal dia with 25 mm waste hole

8

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Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.

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600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.

2

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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

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25 mm nominal bore

2

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Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

2000

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-

... More
Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.

-

-

-

... More
20 mm nominal bore, 120 mm long, weighing not less than 198 gms

1

-

-

... More
Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.

-

-

-

... More
20mm nominal bore, weighing not less than 62 gms

4

-

-

... More
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :

-

-

-

... More
All kinds of soil Pipes, cables etc, exceeding 80mm dia but not exceeding 300 mm dia.

1.53

-

-

... More
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :

-

-

-

... More
200 mm diameter S.W. pipe

40

-

-

... More
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :

-

-

-

... More
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

2

-

-

... More
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

-

-

-

... More
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

1

-

-

... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

-

-

-

... More
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)

1.42

-

-

... More
Centering and shuttering including strutting, propping etc. and removal of form for

-

-

-

... More
Foundations, footings, bases of columns, etc. for mass concrete

2.99

-

-

... More
Suspended floors, roofs, landings, balconies and access platform

6

-

-

... More
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

-

-

-

... More
All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum

2.16

-

-

... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

-

-

-

... More
Thermo-Mechanically Treated bars of grade Fe-500D or more.

160.33

-

-

... More
15 mm cement plaster on rough side of single or half brick wall of mix:

-

-

-

... More
1:4 (1 cement: 4 coarse sand)

44.96

-

-

... More
Supplying and fixing C.I. cover without frame for manholes :

-

-

-

... More
500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg

2

-

-

... More
Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :

-

-

-

... More
Up to 6 metres depth

6

-

-

... More
Beyond 6 m and up to 12 m depth

6

-

-

... More
Beyond 12 m and up to 18 m depth

18

-

-

... More
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.

-

-

-

... More
100 mm clamp

1

-

-

... More
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).

-

-

-

... More
100 mm dia

1

-

-

... More
Providing & Installation of Submersible Pump of 1HP of approved make including the installation of Digital Control Panel with lowering proper levels 32mm PVC Pipe including electric cable for tube well including cleaning and priming the tube well. complete as per the direction of Engineer-in Charge

1

-

-

... More
Providing & Laying of 2.5 mm sqm PVC insulated copper single core cable in surface for submersible pump motor

35

-

-

... More
Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :

-

-

-

... More
Up to 6 metres depth

6

-

-

... More
Beyond 6 m and up to 12 m depth

6

-

-

... More
Beyond 12 m and up to 18 m depth

18

-

-

... More
Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.

2

-

-

... More
Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well.

35.5

-

-

... More
Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories.

1

-

-

... More
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.

-

-

-

... More
100 mm clamp

1

-

-

... More
Boundary Wall

-

-

-

... More
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.

-

-

-

... More
All kinds of soil

284.45

-

-

... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

208.72

-

-

... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

-

-

-

... More
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)

8.56

-

-

... More
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

-

-

-

... More
All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum

101.05

-

-

... More
All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum

45.62

-

-

... More
Centering and shuttering including strutting, propping etc. and removal of form for

-

-

-

... More
Foundations, footings, bases of columns, etc. for mass concrete

112.5

-

-

... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers

403.8

-

-

... More
Columns, Pillars, Piers, Abutments, Posts and Struts

674.18

-

-

... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

-

-

-

... More
Cement mortar 1:6 (1 cement : 6 coarse sand)

78.04

-

-

... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

-

-

-

... More
Thermo-Mechanically Treated bars of grade Fe-500D or more

13151

-

-

... More
12 mm cement plaster :

-

-

-

... More
1:4 (1 cement : 4 coarse sand)

1028.32

-

-

... More
Finishing walls with water proofing cement paint of required shade :

-

-

-

... More
New work (Two or more coats applied @ 3.84 kg/10 sqm)

1028.32

-

-



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