Urban Development And Housing Department Tender
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Urban Development And Housing Department Tender
Civil And Construction
Building Construction
Eprocure
Opening Date27 Jan 2024
Closing Date3 Feb 2024
Tender Amount₹ 10,73,300
Costs
EMD
₹ 1,07,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_APUDH_1613_1Bid Award Id
ViewTender No
UDH/JRP/PLG/PH-01/2023-24Tender Authority
Urban Development And Housing Department ViewPurchaser Address
-Website
http://http://udarunachal.gov.in/
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Documents
BOQ Items
(B) BUILDING WORKS
-
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Surface dressing of the ground, including removing vegetation and inequalities not exceeding 15 cm depth and disposal of rubbish, lead upto 50 m and lift upto 1.50 m.
a) Ordinary Soil
200
-
-
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
64.35
-
-
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
22.66
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-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
21
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-
Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering
7.43
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-
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering
4.11
-
-
Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :
a) Foundations and plinth
5.32
-
-
Centring and shuttering including strutting proping etc. and removal of form work for:
a) Foundations and plinth
22.6
-
-
b) Walls including attached buttresses, pilasters etc.
25.78
-
-
Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size)
21.12
-
-
Applying a coat of hot bitumen (mashphalte 80/100 or equivalent) using 1.70 Kg per Sq.m. on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
21.12
-
-
Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers
26
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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 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
(A)-All works upto plinth level (a) Concrete of M25 grade with minimum cement
content of 330 kg /cum.
32.97
-
-
(B) -All works above plinth level upto floor V level .
(b) Concrete of M25 grade with minimum cement
content of 330 kg /cum .
64.67
-
-
Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer’s specification and direction of Engineer-in-charge
(a) Non pigmented wet curing compound
1125
-
-
Providing and fixing parallel threaded couplers conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”, to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works per direction of Engineer- in-Charge.
(a) Coupler for 16 mm diameter reinforcement bar
50
-
-
(b) Coupler for 20 mm diameter reinforcement bar
50
-
-
Centering and shuttering including strutting, propping etc. and removal of form for:
(a) Foundations, footings, bases of columns, etc. for mass concrete.
216
-
-
(b) Suspended floors, roofs, landings, balconies and access platform.
335.63
-
-
( c) Shelves (Cast in situ)
22.8
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-
(d) lintels, beams, plinth beams. girders. bressumers and cantilevers.
208.67
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-
(e) Columns, Pillars, Piers, Abutments, Posts and Struts.
99
-
-
(f) Stairs (excluding landings) except spiral stair cases.
161.53
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-
(g) Vertical and horizontal fins individually or forming box louvers bands and facias
63.75
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-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
(a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
17995.68
-
-
Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).
11.74
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-
Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth
497.14
-
-
Extra for half brick masonry in superstructure above plinth level and up to floor two level.
497.14
-
-
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
200
-
-
Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
57.18
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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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately) :
(A) For fixed portion.
(a) Powder coated aluminium (minimum thickness of powder coating 50 micron)
158.26
-
-
(B) For shutters of doors, windows & ventilators including providing and fixing hingesl pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately).
(b) Powder coated aluminium (minimum thickness of powder coating 50 micron)
222.26
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-
Providing and fixing 12mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in charge
(a) Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side
26.46
-
-
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-incharge. (Cost of aluminium snap beading shall be paid in basic item)
(a) With float glass panes of 5.50 mm thickness
56.46
-
-
Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.
(a) 250x16 mm
14
-
-
Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete.
(a) 250x10 mm
52
-
-
(b) 150x10 mm
52
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-
Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete.
(a) 125 mm
14
-
-
(b) 100 mm
12
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-
Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-incharge complete.
(a) 255x19 mm
12
-
-
Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge.
(a) Powder coated minimum thickness 50 micron aluminium tubular handle bar.
12
-
-
Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
12
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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 with necessary screws etc. complete (Best make of approved quality).
12
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-
Providing and fixing aluminium round shape handle of outer dia 100 mm with Ssscrews etc. complete as per direction of Engineer-in-Charge
(a) Powder coated minimum thickness 50 micron aluminium
12
-
-
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
12
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-
Providing and fixing bright finished brass handles with screws etc. (a) complete125 mm
136
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-
Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
144
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-
Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and
nuts or by screws
(a) Ornamental grill.
1687.5
-
-
Providing and fixing in position collapsible steel shutters with vertical channels 20 mm x 10 mm x 2 mm and braced with flat iron diagonals 20 mm x 5 mm size with top and bottom rails of T iron 40 mm x 40 mm x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles including applying a priming coat of red lead paint
5.63
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-
Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during laying including painting the exposed
portion of loop all as per standard design complete.
8
-
-
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.).
180.18
-
-
Chequered terrazzo tiles 22 mm thick with marble chips of sizes upto 6mm in floors on 25 mm thick bed mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete:
(a) Light shades using white cement
48.24
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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
(a) Glazed Vitrified tiles of Matt/Antiskid finish of size Size of Tile 600 x 600 mm
273.68
-
-
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white ement & matching pigments etc. complete. Size of Tile 600x600 mm
130.2
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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 to edges to give high gloss finish etc. complete
at all levels
(a) Granite stone slab colour black, Cherry/Ruby red ( Area of Slab over 0.50 Sqm)
8.4
-
-
Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge
(a) Granite work
8.4
-
-
Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.
8.4
-
-
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.
a) 75 mm diameter pipe
65
-
-
b) 110 mm diameter pipe
55
-
-
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.
a) 75 mm diameter
10
-
-
b) 110 mm diameter
10
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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.
(A) Coupler
a) 75 mm diameter
15
-
-
b) 110 mm diameter
15
-
-
(B) Single pushfit Coupler.
a) 75 mm diameter
15
-
-
b) 110 mm diameter
15
-
-
( C) Single tee with door.
(a) 75x75x75 mm
10
-
-
(b) 110x110x110 mm
10
-
-
(D) Bend 87.5°
a) 75 mm diameter
12
-
-
b) 110 mm diameter
12
-
-
( E) Shoe (Plain)
a) 75 mm diameter
12
-
-
b) 100 mm diameter
12
-
-
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams
12
-
-
Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or/and residual bitumen applied hot @ 1.45, 1.20 & 1.70 Kg. per Sq.m. of area respectively, second & fourth courses of roofing felt type-2 grade-I (fibre base self finished bitumen felt) and sixth and final course of stone grit 6 mm and down size or pea size gravel spread at 6 Cu.dm. per Sq.m. including preparation of surface excluding grading complete.
168.12
-
-
Supplying and applying bituminious solution primer on roof and or wall surface at 0.24 litre per Sq.m.
168.12
-
-
Grading roof for water proofing treatment with:
a) Cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
45
-
-
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
851.11
-
-
15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall
851.11
-
-
6 mm cement plaster to ceiling 1 : 4 (1 cement : 4 fine sand).
522.42
-
-
Applying one coat of cement primer of approved brand and manufacture on wall surface.
2224.64
-
-
Providing two coats of acrylic water based wall putty / wall fillers of Asians Paints / Berger / Dulux over concrete/ cement plaster / brick walls and ceilings both internal & External after removing all the loosely adhering materials from the wall / ceiling surface with the help of emery stone, putty blade/ wire brush moistening the wall with the help of sufficient quantity of clear water as specified and directed by the Deparment.
2224.64
-
-
Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.
2224.64
-
-
Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
278.4
-
-
Painting two or more coats with synthetic enamel paint of approved brand and manufacture in black or chocolate shade on new work over and including
an under coat of suitable shade with ordinary paint of approved quality to give an even shade.
278.4
-
-
PVC Door Frame :- Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm ( ± 0.20 mm) , made out of single piece extruded 5mm rigid PVC profile, with mitred cut joints, and joined with 2 Nos of PVC brackets of size 190x100 mm arm of long c/s size of 35x15 mm and self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. retangular tube of 0.80 mm, i/c providing EPDM rubber gasket weather seal throughout the frame i/c jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8x100 mm long anchor fasteners complete all as per manufacturer’s specification and direction of Engineer in-Charge.
20.4
-
-
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 styles and 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 the shutter 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 and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (a) 30 mm thick plain PVC door shutters
7.14
-
-
Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC
profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. ( Area of Opening upto 2.50 sqm)
7.56
-
-
P/F Panelling or Panelling and glazing in panelled or panelled and glazed shutters for doors & Windows and clerestory windows ( Area of opening for panell inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: (A) Float Glass panes (a) 4 mm Thick glass panes ( weight not less than 10 kg/ sqm)
7.56
-
-
Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
(a) With stainless steel cover plate minimum 1.25 mm
thickness
3
-
-
Making plinth protection with 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand: 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth
39.6
-
-
Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone hips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.
54
-
-
Add Carriage Charges
1
-
-
Add Internal Electrification & External Service Connection
1
-
-
(C ) INTERNAL PLUMBING
-
-
-
Providing and fixing peg rack 75 x 10 x 2 cm thick of best available local wood with three hard wood pegs of approved design.
4
-
-
Constructing brick masonry manhole with 2nd class bricks in cement mortar 1: 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.
a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg).
1
-
-
Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard
1
-
-
Construction of soak pit 1.2 x 1.1 x 1.2 m filled with brick bats including SW drain pipe 100 mm dia and 1.20 m long complete as per standard design.
1
-
-
Making Chases upto 7.5x7.5 cm in walls including making good and finishing with matching surface after housing GI pipes etc
40
-
-
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :
(A) Kitchen sink with drain board
(a) 510x1040 mm bowl depth 250 mm
4
-
-
Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).
a) 32 mm nominal bore
15
-
-
b) 40 mm Nominal Bore
15
-
-
Providing and fixing PVC connection pipe with brass union.
A) 30 cm length
a) 15 mm nominal bore
10
-
-
b) 20 mm nominal bore
10
-
-
A) 45 cm length
a) 15 mm nominal bore
10
-
-
b) 20 mm nominal bore
10
-
-
Providing and fixing non-return valve of approved quality.
a) 25 mm nominal bore
5
-
-
b) 32 mm nominal Bore
5
-
-
c) 40 mm nominal bore
5
-
-
Painting GI pipes and fitting with two coats of anti corrosive bitumastic paint of approved qualtiy.
(a) 32 mm dia Pipe
15
-
-
(b) 40 mm dia pipe
15
-
-
Providing and filling sand all round GI pipes in external work.
a) 32 mm dia pipe
15
-
-
b) 40 mm Nominal Bore
15
-
-
Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete.
20
-
-
Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
(a) 100 mm dia SW pipes
20
-
-
(b) 150 mm dia SW pipes
20
-
-
Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design. (a) 100 mm dia SW pipes
20
-
-
(b) 150 mm dia SW pipes
20
-
-
Providing and fixing CP brass shower rose with 15 mm or 20 mm dia inlet
(a) 100 mm dia
4
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge
Internal work - Exposed on wall
(a) 20 mm nominal outer dia Pipes
70
-
-
(b) 25 mm nominal outer dia Pipes
70
-
-
( c) 32 mm nominal outer dia pipes
70
-
-
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.
(a) 20 mm nominal outer dia Pipes
50
-
-
(b) 25 mm nominal outer dia Pipes
50
-
-
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. External work
(a) 25 mm nominal outer dia Pipes
40
-
-
( c) 32 mm nominal outer dia pipes
40
-
-
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS:8931
(a) 15 mm nominal bore
20
-
-
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
(a) 15 mm nominal bore
20
-
-
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931.
(a) 15 mm nominal bore
20
-
-
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
4000
-
-
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
(a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
2
-
-
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 :
(a) W.C. pan with ISI marked white solid plastic seat and lid
2
-
-
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x430x265 mm sizes respectively with CI automatic flushing cistern with fittings, RS or CI brackets standard size galvanized steel flush pipe and spreaders with brass unions and GI clamps complete including painting of cistern
and fittings, cutting and making good the walls and floors where required
(a) Range of two urinals with 10 Litre CI automatic flushing cistern
1
-
-
Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required
(a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality.
4
-
-
Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap.
8
-
-
Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleats with CP brass screws and washers.
4
-
-
Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleats with CP brass screws.
4
-
-
Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleats with CP brass screws (heavy quality
(a) 750 x 20 mm size.
4
-
-
Providing and fixing toilet paper holder
(a) CP Brass.
30
-
-
Providing and fixing sand cast iron trap of self cleaning design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors
(a) 100 mm inlet and 75 mm outlet
15
-
-
(b) 100 mm inlet and 100 mm outlet
15
-
-
Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.
(a) 100 mm dia
21
-
-
(b) 75 mm dia
21
-
-
Providing and fixing sand cast iron heel rest sanitary bend.
(a) 100 mm dia
10
-
-
(b) 75 mm dia
10
-
-
Providing and fixing sand cast iron single equal plain junction of required degree
(a) 100 x 100 x 100 mm
8
-
-
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge
2
-
-
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete
Semi rigid pipe
(a) 32 mm dia
8
-
-
Plugging the hole of wash hand basin if a pillar tap is not to be provided.
8
-
-
Providing and fixing CP Brass Chain and rubber plug complete for sink or wash basins.
8
-
-
Providing and fixing rubber plug for sink or wash basin.
8
-
-
Providing and fixing CP brass waste for wash basins and sinks.
a) 32 mm dia
8
-
-
Providing and fixing MI fisher union for wash basin and sinks.
a) 32 mm dia
8
-
-
Providing and fixing CP Brass or MI trap for wash basin and sinks.
a) 32 mm dia
8
-
-
Providing and fixing in position 32 mm dia galvanized steel telescopic flush pipe complete including cutting and making good the walls and floors.
8
-
-
(D) SEPTIC TANK
-
-
-
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
a) Ordinary Soil
107.56
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
43.02
-
-
Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering
3.65
-
-
Reinforced work in foundation footing, bases of columns, etc. and Mass concrete excluding cost of centering and shuttering, finishing and reinforcement.
(a)M20 1:1.5:3 (1 cement :1.5 coarse Sand :3 Stone Aggregate 20 mm nominal size)
5.09
-
-
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
(a) M20 1:1.5:3 (1 cement :1.5 coarse Sand :3 Stone Aggregate 20 mm nominal size)
3.89
-
-
Centering and shuttering including strutting, propping etc. and removal of form for:
(a) Foundations, footings, bases of columns, etc. for mass concrete.
3.85
-
-
(b) Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12mm thick.
29.38
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
(a) Thermo-Mechanically Treated bars.
663.38
-
-
Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).
23.64
-
-
62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
18.48
-
-
12 mm cement plaster finished with a floating coat of neat cement of mix
(a) 1:4 (1 cement: 4 fine sand)
43.43
-
-
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
(a) Rectangular shape 600x450 mm internal dimensions
2
-
-
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
8
-
-
Providing and fixing soil, waste and vent pipes
(a) 100 mm dia.
1
-
-
Carring charges for building materials by mechanical means
1
-
-
UNDERGROUND TANK / SUMP
-
-
-
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
a) Ordinary Soil
41.25
-
-
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:
1.47
-
-
Reinforced work in foundation footing, bases of columns, etc. and Mass concrete excluding cost of centering and shuttering, finishing and reinforcement in (a) M20 1:1.5:3 (1 cement :1.5 coarse Sand :3 Stone Aggregate 20 mm nominal size)
3.38
-
-
Reinforced cement concrete in wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in :
b)M20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
6.86
-
-
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). (a) M20 1:1.5:3 (1 cement :1.5 coarse Sand :3 Stone Aggregate 20 mm nominal size)
2.2
-
-
Centering and shuttering including strutting, propping etc. and removal of form for:
a) Foundation, footings, bases of columns etc. and mass concrete.
5.24
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
63.36
-
-
c) Suspended Floors
17.06
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
(a) TMT Bars
1197.62
-
-
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
6
-
-
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
(a) Rectangular shape 600x450 mm internal dimensions
2
-
-
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
36
-
-
Neat cement punning.
36
-
-
Carriage of Materials
1
-
-
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