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Construction Of Additional Rooms For Animal Husbandry Hospital At Khalag, Tehsil & District Shimla, H.P. ( Sh: Construction Of Building Portion Civil Works, W.S. & S.I. And Construction Of Site Development Works Etc.), dhami-Himachal Pradesh

Public Works Department-PWD has published Construction Of Additional Rooms For Animal Husbandry Hospital At Khalag, Tehsil & District Shimla, H.P. ( Sh: Construction Of Building Portion Civil Works, W.S. & S.I. And Construction Of Site Development Works Etc.). Submission Date for this Tender is 10-01-2024. Building Work Tenders in dhami Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

41385579
Construction Of Additional Rooms For Animal Husbandry Hospital At Khalag, Tehsil & District Shimla, H.P. ( Sh: Construction Of Building Portion Civil Works, W.S. & S.I. And Construction Of Site Development Works Etc.)
Open Tender
Indian
Himachal Pradesh
dhami
10-01-2024

Tender Details

Construction Of Additional Rooms For Animal Husbandry Hospital At Khalag, Tehsil & District Shimla, H.P. ( Sh: Construction Of Building Portion Civil Works, W.S. & S.I. And Construction Of Site Development Works Etc. )

Key Value

Document Fees
INR 1500 /-
EMD
INR 79000.0 /-
Tender Value
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BOQ Items

Name of Work:- Construction of Additional Rooms for Animal Husbandry Hospital at Khalag, Tehsil & District Shimla, H.P. ( Sh: Construction of Building portion Civil Works, W.S. & S.I. and Construction of Site Development works etc.)
Sl. No. Item Description
1Cutting in earth work in all heights and depths in all kinds of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling/ wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including, dewatering where ever required, setting to the required line, grades, side slopes trimming bottoms and level as shown on the drawing as directed by the Engineer-in-Charge at site according to HP.PWD specifications of 1990 (One thousand Nine hundred Ninety) Volume-1 and sorting out useful/un-useful materials and stacking the same in all leads and lifts and transportation of the unuseful materials for filling in road ways, embankments for grades improvements and leveling to the required grades and then disposing of surplus excavated earth in acquired width of road or on approved dumping sites through all modes of transportation including head load , animal load or mechanical means along with its leveling fine dressing and all lobour , machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by mechanized means and labour (if any required). Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all respects.
2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.All kinds of soil.
3Filling in plinth with sand under floors including watering ramming consolidating and dressing complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
4Stone filling behind retaining walls complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
5Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concretecomplete including carriage of material in all leads and lifts upto all floor levels as per direction of the Engineer in Charge.
6Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform complete including carriage of material in all leads and lifts upto all floor levels as per direction of the Engineer in Charge.
7Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts Circular complete including carriage of material in all leads and lifts upto all floor levels as per direction of the Engineer in Charge.
8Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers complete including carriage of material in all leads and lifts upto all floor levels as per direction of the Engineer in Charge.
9Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls Under 20 cm wide complete including carriage of material in all leads and lifts upto all floor levels as per direction of the Engineer in Charge.
10Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 coarse sand) : 10 graded stone aggregate 40mm nominal size)complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
11Providing and Laying cement concrete for plain / reinforced conc. In open foundation complete as per drawing and technical specification clause-802, 803, 1202 & 1203 in Cement Concrete 1:4:8 (1 Cement : 4 sand: 8 graded stone Aggregate 20 mm (Twenty milimeter ) nominal mix . Including carriage of material upto all leads and lifts as per the directions of Engineer-in-Charge.
12Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: i)1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
13Reinforced cement concrete work in beams, suspended floors, roofslandings, balconies, shelves, chajjas, lintels, bands, plain window sills,above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) complete including carriage of material in all leads and lifts upto all floor levels as per direction of the Engineer in Charge.
14Reinforced cement concrete work 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) in columns, pillars,posts and struts etc. complete including carriage of material in all leads and lifts upto all floor levels as per direction of the Engineer in Charge.
15Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars complete including carriage of material in all leads and lifts upto all floor levels as per direction of the Engineer in Charge.
16Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg. of cement per sq.metre of floor area before laying cement concrete flooring including roughening, cleaning of the concrete surfaces complete including carriage of material in all leads and lifts upto all floor levels as per direction of the Engineer in Charge.
17Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure in : Cement mortar 1:4 (1 cement : 4 coarse sand) complete including carriage of material in all leads and lifts upto all floor levels as per direction of the Engineer in Charge.
18Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : in Cement mortar 1:6 (1 cement : 6coarse sand) complete including carriage of material in all leads and lifts upto all floor levels as per direction of the Engineer in Charge.
19Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
20Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
21Boulderfilling tightly hand packed under floor including watering, ramming, consolidating etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
22Providing 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. complete including carriage of material in all leads and lifts:- 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
23Providing and fixing 19 mm thick commercial board water proof shutter for cup boards including fixing with nickel plated piano hinges with screws etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
24Providing and fixing 19 mm thick commercial board water proof in shelves, lining, box for cup boards with butt joints fixed with nails and screws etc complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
25Providing and fixing 6 mm thick ply wood lining with butt jointing and nails (frame work and cover fillets to be measured and paid for separately complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
26Providing and fixing 0.80 mm thick coloured or plain laminated sheet (sunmica) on boards / ply wood sheets with approved adhesive and nails complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
27Providing and fixing square edged cover fillets (beading)19 x 6 mm section including mitring at junction with wooden screws / nails etc complete of hard wood including carriage of material upto all leads and lifts as per the direction of Engieer in Charge.
28Providing 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 including carriage of material in all leads and lifts as per direction of the Engineer in Charge. : 200 mm x 10 mm.
29150x10 mm
30Providing 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 including carriage of material in all leads and lifts as per direction of the Engineer in Charge. :125mm.
3175 mm.
32Providing and fixingaluminium sliding door bolts (Barrel type) anodized transparent or dyed to required shade and colour with bolts and nuts etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.:-300 X 16 mm
33250 X 16 mm.
34Providing & fixing 115 mm M.S bright finished brass hasps and stapples (safety type)with necessary screws complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
35Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
36Cement 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 40 mm thick with 20 mm nominal size stone aggregate including carriage of material within all leads and lifts as per direction of Engineer-in-charge
37Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick including carriage of material within all leads and lifts as per direction of Engineer-in-charge
38Kota stone slab flooring over 20mm (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) :19 mm thick including carriage of material upto all leads and lifts as per the direction of Engieer in Charge.
39Kota stone slabs 20 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 including carriage of material upto all leads and lifts as per the direction of Engieer in Charge.
40Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete. Glazed tiles 10 mm thick including carriage of material upto all leads and lifts as per the direction of Engieer in Charge.
41Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
4240 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 with joints finished flush including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
43Providing and fixing 0.60mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accesoriees as required as per the direction of Engineer-in-charge.
44Providing and fixing ridges or hips 60 cm overall with 0.60mm thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer in Charges. Ridges plain (500 - 600mm)
45Providing and fixing valley 60 cm overall 0.60mm thick prepainted steel sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia with prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer-in-charge. ,North light curves
46Providing and fixing Flashing 60 cm overall 0.60mm thick prepainted steel sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia with prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer-in-charge.:-Gutter (600 mm over all girth) Flashings/ Aprons.( Upto 600 mm)
47Providing and fixing Gutter 60 cm overall 0.60mm thick prepainted steel sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia with prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer-in-charge.:-Gutter (600 mm over all girth)Gutter (600 mm over all girth)
48Providing and fixing on wall face 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, Single socketed pipes complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.:- 110mm diameter metre .
49Providing 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 including carriage of material in all leads and lifts as per direction of the Engineer in Charge.:- 110mm.
50Providing and fixing on wall face unplasticised - PVC moulded fittings / accessories for unplasticiesed 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 :-PVC Door bend 110 mm bend including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
51PVC plain shoe 110mm
52Providing and fixing MS BP sheet 2.00 mm thick in eves board /facia/ soffits/ ceiling including cutting fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-charge ( base members of steel work shall be measured and paid seperately ).
53Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
54Steel 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 complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
55Providing and fixing single rebate door frame manufactured from ISLC 75x40 (with MS Flat 40 mm x 12 mm in combination for rebate welded together to make one frame i/c MS Flat Holdfast 30 cm long and 4 mm thick embedded in C.C. Block 1:3:6 as per design and drawing i/c jambs, lock jamb, beed and if required angle threshold of mild steel angle jamb i/c steel butt hinges 2.5 mm thick with provision for lockinig arrangement and shock absorber as specified and applying a coat of steel primer after pre treatment of the surface complete including carriage of material within all leads and lifts as per the direction of Engineer in Charge.
56Providing and fixing steel window made of frame with M.S. channel 75mm x 40mm and M.S. Flat 75 mm x 4 mm in combinatino welded together and standard section F-7B style of standard size with sash bar or T-section 25 mm x 25mm x 3 mm and angle iron 25mm x 3mm and joints metred and welded with 16 mm x 3.5mm lugs 10cm long embeded in C.C. block 1:3:6 (1 cement :3 sand :6 stne aggregates) or with wooden plug and screw or rawl plug and screw or with clips or wiht bolts and nuts as prequired and MS iron fitting complete including p/f glass pan 4mm thick in glazed and wire gauge of designation 85 with 0.56mm dia in wire gauge panel with glazing clips and special mtal sash putty of approvd make complete applyinga coat of approved steel primer after pretreatment of the surface complete job in all respect as per architectural drawing including carriage of material upto all leads and leads as per the direction of Engineer in Charge.
57Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
58Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
596 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
6012mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
6115 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
62Providing 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 including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
63Painting with synthetic/ Satin enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work including carriage of material upto all leads and lifts as per the direction of Engineer in Charge.
64Distempering with Oil buond washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
65Distempering with Oil buond washable distemper of approved brand and manufacture to give an even shade in ceiling and slopy roof :New work (two or more coats) over and including water thinnable priming coat with cement primer complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
66Finishing 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) complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
67Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
68Providing and laying Cement concrete drain with cement concrete 1:3:6( 1 cement : 3 Sand : 6 graded stone aggregate 20 mm nominal size) mechanically mixed in open mix ed in open surface drain with plinth protection having internal size 20 x 15 cm & (twenty into fifteen centimter) with side wall of 10 cm ( ten centimter) thick & inside plastering with CM 1:3 including earthwork & finished with floating coat of neat cement complete as per standard design as per HPPWDspecifiction 1990 volume -1 (one) including carriage of all labour equipments and materials to various location through complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
69Providing weep holes in brick masonry/stone masonry/plain concrete/reinfoced concrete, abutment, wing walls with 100 mm dia PVC pipe extending through the full length with of the structure with the slope of I (V) : 20 (H) towards drawing face complete as per drawing and technical specifications complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
70Providing and fixing 20mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. External work
71Providing and fixing 15 mm dia nominal bore G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall
72Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. : 25 to 40 mm nominal bore
73Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. (cost of water meter and stop cock to be paid separately).
74Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC. cover with frame (light duty) 455mm x 610mm internal dimensions, , R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: - Inside dimensions 455mm x 610mm and 45cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.50 including carriage of material upto all leads and lifts as per the direction of Engieer in Charge.
75Providing and fixing Polyethelene-Aluminium- Polyethelene PE-AL-PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge.1216 (16 mm OD) pipe
76Providing 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 complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.500 lt. capacity two Nos.
77Providing and fixingPVC floor trapsISI marked ofself cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etc.complete including carriage of materials within all leads andlifts:-110 mm x 90 mm
78110 mm x 75 mm
79Providing and fixing High pressure PVC spigot and socked , waste and ventilating pipesISI marked including fixing with approved adhesive etc. complete including carriage of materials within all leads an lifts :-110mm dia
8075mm dia
81Providing and fixing M.S.holder bats including steel bolts to sand cast iron/cast (spun) iron pipes embeded in and including cement concrete blocks 100mm X 100 mm X 100 mm of 1:2:4 mix including cost of cutting holder and making good the wall :-75 mm dia / size pipe including carriage of material upto all leads and lifts as per the direction of Engieer in Charge.
82110mm dia / size pipe
83Providing and fixingPVC single equal branch with oval access door , ISI marked insertion rubber washer 3mm thick bolts and nuts complete including fixing with approved adhesive complete including carriage of materials within all leads an lifts :-110 mm dia
8475 mm dia
85Providing and fixingPVC door band with oval access door , insertion rubber washer 3mm thick bolts and nutsISI marked complete including fixing with approved adhesive complete including carriage of materials within all leads an lifts :-110 mm dia
8675 mm dia
87Providing and fixingPVC single equal branch plain ISI markedincluding fixing with approved adhesive complete including carriage of materials within all leads an lifts :-75 mm dia
88110 mm dia
89Providing and fixingPVC collars ISI markedincluding fixing with approved adhesive complete including carriage of materials within all leads an lifts :-75 mm dia
90110 mm dia
91Providing and fixingPVC plain bend ISI markedincluding fixing with approved adhesive complete including carriage of materials within all leads an lifts :-75 mm dia
92110 mm dia
93Providing and fixing PVC cowl including carriage of materials within all leads and lifts :- 75 mm nominal diametre :-
94110 mm nominal diametre :-
95Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan ) No.20049 57x46 cm of HINDWARE with seat adn lid, 10 litre low level white P.V.C. flushing cistern No. 21001 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: W.C. pan with ISI marked white solid plastic seat and lid complete including carriage of material upto all leads and lifts as per the direction of Engieer in Charge.
96Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge. :Flat back wash basin of size 550x400 mm No.10001
97Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
98Providing 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.
99Providing and fixing G.I. Union for wash basin or sinkincluding carriage of materials within all leads and lifts :-32mm dia
100Providing and fixing C. P. Brass S Trap for wash basin and sink32mm dia.
101Providing and fixing PTMT. Bottle Trap for wash basin or sink Bottle trap 31mm single piece moulded with height of 270 mm effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms including carriage of materials within all leads and lifts :-32 mm dia
102Providing and fixing C.P. brass waste for wash basin or sink including carriage of materials within all leads and lifts :- 32 mm dia
103Providing & fixing 32 mm dia, PVC waste pipe for wash basin or sink includingcheck nut including carrage of material within all leads and lifts:-
104Providing & fixing 110mm dia C.P. grating for floor or nahani / gully / floor trap including carriage of material within all leads and lifts.
105Providing 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 including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
106Providing and fixing 600mm X 20mm size C.P. brass towel rail (heavy duty ISI marked IS:8931 & 8934) complete with C.P. brass brackets fixed to wooden plugs with C.P. brass screws including carriage of materials within all leads and lifts.
107Providing and fixing 600mmx120mm glass shelf with C.P. brass bracket and guard rail complete,
108Providing and fixing charomium plated brass soap dish with C.P. brass brackets fixed to wooden cleats with C.P. brass screws including carriage of materials within all leads and lifts.
109Providing and fixing 15mm dia CP brassbib tap of (heavy duty ISI marked IS:8931 & 8934) including carriage of materials within all leads and lifts.
110Providing and fixing 15mm dia CP brasspillar tap of jaquar with capstan head (heavy duty ISI marked IS:8931 & 8934) including carriage of materials within all leads and lifts.
111Providing and fixingC.P.brassstop cocks including carriage of materials within all leads and lifts :- 15mm dia
112Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.:-15 mm nominal bore with 45cm length.
113Providing and fixing brass full way valve with wheel including carriage of materials within all leads and lifts :-15mm nominal bore :-
11420 mm nominal bore :-
115Constructing 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 : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 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 :Inside size 90x80 cm and 45 cm deep including RCC cover with frame455x610 mm internal dimensions, : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.
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