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Construction Of 50 Bedded Integrated Ayush Sowa-Rigpa Hospital At Bajaura Distt Kullu Hp. (Sh:- Construction Of Hospital Building Portion, C/O Kitchen Block And Mortary Block (Civil Work, W.S & S.I ) & Septic Tank ,Soak Pit And Rain Water Harvesting Tank), Bajoura-Himachal Pradesh

Public Works Department-PWD has published Construction Of 50 Bedded Integrated Ayush Sowa-Rigpa Hospital At Bajaura Distt Kullu Hp. (Sh:- Construction Of Hospital Building Portion, C/O Kitchen Block And Mortary Block (Civil Work, W.S & S.I ) & Septic Tank ,Soak Pit And Rain Water Harvesting Tank). Submission Date for this Tender is 18-07-2020. Building Work Tenders in Bajoura Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

24798416
Corrigendum : Construction Of 50 Bedded Integrated Ayush Sowa-Rigpa Hospital At Bajaura Distt Kullu Hp. (Sh:- Construction Of Hospital Building Portion, C/O Kitchen Block And Mortary Block (Civil Work, W.S & S.I ) & Septic Tank ,Soak Pit And Rain Water Harvesting Tank)
Open Tender
Indian
Himachal Pradesh
Bajoura
18-07-2020

Tender Details

Construction Of 50 Bedded Integrated Ayush Sowa-Rigpa Hospital At Bajaura Distt Kullu Hp. ( Sh:- Construction Of Hospital Building Portion, C / O Kitchen Block And Mortary Block ( Civil Work, W.S & S.I ) & Septic Tank , Soak Pit And Rain Water Harvesting Tank ) .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 06-Jul-2020 Addition in Bid document corrigendum Other 18-07-2020

Key Value

Document Fees
INR 5000 /-
EMD
INR 500000.0 /-
Tender Value
INR 7.59 Crore /-

BOQ Items

Name of work: Construction of 50 Bedded Integrated Ayush Sowa-Rigpa Hospital at Bajaura Distt Kullu HP. (SH:- Construction of Hospital Building portion, C/O kitchen block and Mortary block (Civil Work, W.S & S.I ) & Septic tank ,soak pit and rain water harvesting tank).
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Cutting in earth work in hilly area 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 wherever required and stacking the excavated soil clear from the edge of excavation and then returning the stacked soil in layers by ramming and watering and then disposing of all surplus excavated earth through all modes of transportation including head load animal load or mechanical means along with its leveling fine dressing and all labour, machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by all means (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 respect with in any leads including carriage of materials with in all leads , lifts and other incidentals. 3798.76 Cubic metre
2 2 Excavation in foundations, trenches etc. In earth work, lift upto all height and depth Stacking the serviceable excavated soil not more than any metre clear from the edge of the excavation and then returning the stacked soil in 15 cm (fifteen centimetre) layer, when required in to plinths sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed including hauling/ carriage of all labour equipements and materials to various locations as directed by the Engineer-in Charge with in any leads , lifts and other incidentals . 457.92 Cubic metre
3 3 Excavation in foundation, trenche etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in soft and hard rock, conglomerated rock or saturated soil and its intermediate classification of soil, chieseling work and wedging out rock (where blasting is prohibited) and pumping or bailing out watering/ dewatering up to any lift, stacking the excavated soil up to any lead from the edge of excavation and then returing the stacked soil in layer when required into plinth, sides of foundation etcetra. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lift and carriage of materials in all respect as per direction of Engineer-in-charge Lift up to any metre including hauling/ carriage of all labour equipements and materials to various locations as directed by the Engineer-in Charge with in any leads , lifts and other incidentals . 2717.94 Cubic metre
4 4 Filling in plinth with sand under floor including watering, raimming, consolidating and dressing complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 2.13 Cubic metre
5 5 Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30x30x5mm.(thirty into thirty into five milimetre) so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling and removal of the same for insitu-reinforced concrete & plain concrete work in: (a) Foundation, footings basis of columns etc. and mass concrete.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 358.09 square metre.
6 5.01 Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30x30x5mm.(thirty into thirty into five milimetre) so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling and removal of the same for insitu-reinforced concrete & plain concrete work in: Flat surfaces such as soffits of suspended floors, roofs, landings and the like. Floors etc. In any thickness.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 3648.34 square metre.
7 5.02 Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30x30x5mm.(thirty into thirty into five milimetre) so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling up to all floor level and removal of the same for insitu-reinforced concrete & plain concrete work in: Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 49.78 square metre.
8 5.03 Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30x30x5mm.(thirty into thirty into five milimetre) so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor up to ceiling in all floor level and removal of the same for insitu-reinforced concrete & plain concrete work in: Columns, pillars, posts and struts Square, rectangular or polygonal in plan.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 1789.24 square metre.
9 5.04 Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30x30x5mm.(thirty into thirty into five milimetre) so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling up to all floor level and removal of the same for insitu-reinforced concrete & plain concrete work in: Stair cases with sloping or stepped soffits excluding landing.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 89.31 square metre.
10 5.05 Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30x30x5mm.(thirty into thirty into five milimetre) so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling and removal of the same for insitu-reinforced concrete & plain concrete work in Beams, cantilever, girders and lintels. Sides and soffits of beams, beam haunchings, cantilevers,bressumers and lintels up to all floor level in all heights from floor.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 4003.81 square metre.
11 5.06 Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30x30x5mm.(thirty into thirty into five milimetre) so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling up to all floor level and removal of the same for insitu-reinforced concrete & plain concrete work in. Edges of slabs and breaks in floors and walls: in any width complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 481.24 Running metre
12 6 Providing from work of ordinary timber plankings so as to give a rough finish including centring,shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceililng up to all floor level and removal of the same for insitu reinforced concrete and plain concrete work in:-Arches upto any metres span.including carriage of all labour equipements and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-Charge. 307.91 square metre.
13 7 Providing and laying cement concrete 1:4:8 (one cement: four sand:eight graded stone aggregate 40mm (forty milimetre nominal size) mechanically mixed and vibrated and curing complete excluding cost of form work in: Foundation and Plinth :complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 439.55 Cubic metre
14 8 Providing and laying cement concrete 1:6:12 (one cement:six sand : twelve graded stone aggregate 40 mm (forty milimetre nominal size) mechanically mixed and vibrated and curing complete excluding cost of centring and shuttering in: Foundation and plinth:complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 163.21 Cubic Metre.
15 9 Providing and laying upto floor two level cement concrete 1:2:4 (one cement : two Sand : four graded stone aggregate 20mm (twenty milimetre nominal size) mechanically mixed and vibrated and curing complete including form work in : A Foundation and plinth complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 0.85 Cubic Metre.
16 10 Providing and laying reinforced cement concrete design mix M-25 (Twenty Five) grade mechanically mixed and vibrated and curing complete excluding cost of form work and reinforcement for reinforced cement concrete work. The mix shall be designed as per requirement of IS code and PWD Specifications. The design mix will be got approved from the Engineer-in-Charge prior to the casting. The theoretical consumption of cement for the item shall be worked out as per approved desing mix as per IS code: in Foundation footings bases of columns and the like and mass concrete complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 507.24 Cubic Metre.
17 10.02 In Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto all floor level complete as per direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. 1174.17 Cubic Metre.
18 10.03 in Stair cases (except spiral stair case) excluding landing but including preparing of the surface and finishing of nosing upto all floor level.complete as per direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. 13.17 Cubic Metre.
19 10.04 in Wall (any thickness but not less than 0.1 m (zero point one metre thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto all floor level .complete as per direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. 7.82 Cubic Metre.
20 10.05 in Column, pillars, posts and struts upto all floor level.complete as per direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. 217.49 Cubic Metre.
21 11 Providing mild steel/Tor steel reinforcement for R.C.C. (rainforced cement concrete) work including bending, binding and placing in position including cost of binding wire complete upto all floor level : Tor Steel complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 301807 Kilo gramme
22 12 Brick work using common burnt clay building bricks in foundation and plinth in :-Cement Mortar 1:6 (one Cement : six Sand) Second Class Bricks complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 17.41 Cubic metre.
23 13 Brick work using common burnt clay building bricks in super structure above plinth level upto all floor level. (Second class) brick in cement mortar 1:6 ( one cement: six sand) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 137.53 Cubic metre.
24 14 Half brick masonry in common burnt clay building bricks in foundation and plinth in Cement Mortar 1:4 (one cement:four sand) Second Class Bricks.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 173.66 Square metre.
25 15 Half brick masonry in common burnt clay building bricks in super structure above plinth level up to all floor level in cement mortar 1:4 (one cement: four sand) (second class brick) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 2665.42 Square metre.
26 16 Brick work using common burnt clay building bricks in super structure above plinth level upto all floor level second class bricks in cement mortar 1:4 (one cement: four sand) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 1.68 Cubic metre.
27 17 Providing and laying dry brick bats in common burnt clay building bricks, hand packd properly asper design and drawing of soat pit. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 4.32 Cubic metre.
28 18 Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (one cement :six sand : twelve graded stone aggregate 20mm (twenty milimetre nominal size) at plinth level in Cement Mortar 1:6(one cement:six sand) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 248.47 Cubic metre
29 19 Stone work sunk or moulded upto all floor level in cement mortar 1:6 (one cement : six sand) including pointing with cement mortar 1:2 ( one cement : two sand). complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 17.71 Cubic metre
30 20 Square rubble masonary coursed with hard stone of approved quality in foundation and plinth in Retaining walls/Breast walls including rakingout joints in:- Cement Mortar 1:6 (one Cement: six Sand) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 522.9 Cubic Metre.
31 21 Squared rubble masonry coursed with hard stone of approved quality in super structure above plinth level up to all floor level in cement mortar 1:6. (one cement: six sand) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 24.7 Cubic metre
32 22 Squared rubble masonry coursed with hard stone of approved quality in super structure above plinth level up to all floor level in cement mortar 1:4. (one cement: four sand) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 33.61 Cubic metre.
33 23 Stone filling behind retaining walls : under floor including hauling/ carriage of all labour equipements and materials to various locations complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 457.19 Cubic metre
34 24 Precast concrete block masonry with solid block of approved size( including quion blocks, jamb blocks, closer etc). made of cement concrete 1:3:6 (one cement:three sand:six graded stone aggregate 40mm (forty milimetre) and down gauge in :- Cement Mortar 1:6 ( 1 cement : 6 Sand) up to all floor level complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 296.65 Cubic metre
35 25 Precast concrete block masonry in partition walls 10 cm.(Ten centimetre) thick with solid block of approved size including quion blocks, jamb blocks, closer etc. made of cement concrete 1:3:6 (one cement:three sand:six graded stone aggregate 40mm (forty milimetre) and down gauge in :- Cement Mortar 1:6 ( 1 cement :6 Sand) up to all floor level.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 1241.68 Square metre.
36 26 Providing wood work in frames of false celling partitions etc. sawn and put-up in position.2nd class deodar wood. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 5.21 Cubic metre
37 27 Providing and fixing KILN searoned RAI wood ceilling in 2 mm (two milimetre) thick combination with phenol bonded preliminaled particle panel of approved shade with decorative hard wood bead out of 40x40mm (forty into forty milimetre) Decorative hard wood corrinices of 10x75 mm (ten into seventy five milimetre) with necessary secrews and nails complete as per drawing and Architural design complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 693.14 Square metre.
38 28 Providing and fixing 18 mm (eighteen milimetre) thick M.R.B.W.P board shutter with profile D Edges post formed with 0.6 mm (zero point six milimetre) thick elemination of approved shade including fixing with auto hinges and filling etc. complete with in all leads and lifts of material as per direction of Engineer in charges. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 14.8 Square metre.
39 29 Providing 25 mm (twenty five milimetre) thick MDF board in shelves/box for cup board with butt joints and fixing with nails and secrews etc. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 43.42 Square metre.
40 30 Providing and fixing partical board ceiling of approved quality with butt jointing and nail (frame work and cover fillets to be paid for separately.6 mm (six milimetre) thick. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 482.36 Square metre.
41 31 Teak wood paticle board Bwp phenol bonded exterior/interior grade 12mm (twelve milimetre) thick icomplete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 89.87 Square metre.
42 32 Providing and fixing Decorative first class ktin seasoned teak wood beading 25 x 12 mm (twenty x twelve milimetre) section with wood secrew in ceiling and lineing incluiding mitring at Juction with in all leads and lift of material. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 215.69 Running metre
43 33 Providing and fixing Decorative first class ktin seasoned teak wood cornices cut of 50 x60 mm (fifty into sixty milimetre) section with word secrew in ceiling lining mitring at juction.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 125.76 Running metre
44 34 Providing and fixing 75 mm x 60mm (seventy five milimetre into sixty milimetre) rounded hand rails in straight length complete in. 1st class indian teak wood.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 37.6 Running metre
45 35 Providing and fixing door frame 105x60 mm (one hundred five into sixty milimetre) for single rebate made of galvanised powder coated steel section of 102 mm (one hundred two milimetre) thick accomded 35mm (thirty five milimetre) flush shutter perfect sealing of single rebate door frame fabricates from section roll formed out of 1.2 mm (one point two milimetre) thick galvanized steel (base steel as per 15513) with jinc of 120 gm/sq metre power coated with pure polyster powder up to 50-60(fifty -sixty) micron thick the overall size of section should to be 105x60 mm (one hundred five into sixty milimetre) thick rebate of 35 mm (thirty five milimetre) for shutter for sigle rebate door frome. Door frame section should be cut length and mitred joint with corner brackets made C.R.C A electroplated the frame should be provide with powder coated 4" (100mm) but hinges 2 mm (two milimetre) thick welded to the frame. 6 No. 1.2mm (one point two milimetre) thick C.R.C.A electroplated stiffness and 6 nos 8" (200 mm) M.S hold faster wtih spit and tails and one No. reciver and filling fixing arragement and welded rod in bottom 25x 50 mm (twenty five into fifty milimetre) section all weded places should be smooth and applying zinc primer and powder coated and from fill up with puff with all lead and lifts of material and approved shade and colour as per direction of Engineer-in -Charge. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 1290.65 Running metre
46 36 Providing and fixing 35 mm (thirty five milimetre) thick door shutter NCL Ajantha fabricates frame roll formal section galavanised powder coated steel with combination specially design compenet made up of CRCA with zinc phasphate Nylon or high grade Aluminium with powder coated section over lap the gasket around glass and between frame and shutter one give perfect sealing door fully glazed, partly glazed , partly panelled, panelled. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 536.5 Square metre.
47 37 Providing and fixing galvanized/M.S powder coated sliding door bolts approved colour and design with powderceater bolts and nuts secrew etc. complete 200x16 mm (two hundred into sixteen milimetre)complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 136 Each
48 37.01 Providing and fixing galvanized/M.S powder coated sliding door bolts approved colour and design with powderceater bolts and nuts secrew etc. complete 300x16 mm (three hundred into sixteen milimetre)complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 69 Each
49 38 Providing and fixing G.M.S Powder coated tower bolts (barrel type) approved colour and design with secrews etc complete (i) 200x10 mm. (two hundred into ten milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 392 Each
50 39 Providing and fixing galvanized/ M.S powder coated handles approved colour and design with powder coated secrews etc. complete 125 mm (one hundred twenty five milimetre). complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 519 Each
51 40 Providig and fixing Eco 5000 series windows ventilater fabricated frome roll formed section made of galvanized steel powder coated/colour coated (base steel as per IS 513 D quality hot dip galvanized as per IS 277 zinc of 120 grams/squre metre with total coated thick ness 0.72 mm (zero point seventy two milimetre) for outer frame 0.58 mm (zero point fifty eight milimetre) for other section coated section should have a coat of epoxy primer of 5-7 micron thck, finish painted with a polyster paint 12-16 micorn thick and back coat with Alkyd backer of 5-7 microns of powder coated with pure polyster powder up to 50-60 mm (fifty - sixy milimetre) micron thick. Section for frame should be 98mmx50mmx0.72mm (ninety eight milimetre into fifty milimetre into zero point seventy two milimetre) thickness, section for Mullion should be of 46mmx70mmx0.58 mm (forty six milimetre into seventy milimetre into zero point fifty eight milimetre) section of Additioned mullion should be of 30x44x0.72 mm(thirty into forty four into zero seventy two milimetre) thickness Section for shutter frame should be of 46x46x0.58 (forty six into forty six into zero point fifty eight) glass based should be 18x25x0.58 mm (eighteen into twenty five into zero point fifty eight milimetre) Fly mesh shutter frame should e 20x40x0.58 mm (twenty into forty into zero point fifty eight milimetre) section for mesh fixing should be 15x6mm x0.58 mm (fifteen into six milimetre into zero point fifty eight milimetre) glazed shutter and fixed glass partition should be 4 mm (four milimetre)thick glass with one set of pivot hinges seccorler male handles and door latch. window grill made of 10 mm (ten milimetre) Sq M.S bars welded to 6x12 mm(six into twelve milimetre) M.S flate distance between bar not be more than 150 mm (one hundred fifty milimetre)c/c total grill unit should be fowder coated and fixed to window with secrew with in approved colour and shade and all lead and lifts of material complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 596.21 Square metre.
52 41 Providing and fixing structural glazing fabricated from roll formed section made of pre-painted steel/Powder coated (base steel IS 513 'D' quality galvanized as per IS 277 with zinc of 120 grm/Sqm) with total coat of thickness 0.72 mm. (zero point seventy two milimetre) The glass holding section maicle 304 grade stainless steel of 0.58mm (zero point fifty eight milimetre) thick. Galvanized steel section are to be sued as stiffeners inside the colour coated steel/powder coated section as per the design requirement.Design calculation are made of suit wind presures as given in IS 875. Coated section shuold be with primer coat upto epoxy primer of 5.7 micron thick first painted with a polyester paint of 12-16 micron thick and back coated with Alkyol backer of 5-7 micron powder coated with pure polyster powder up to 50-60 micron thick. The vertical section should be 50mmx 100 mm x 0.72 mm, (fifty milimetre into one hundred milimetre into zero point seventy two milimetre) horizontal section frame 33mm x 58mm x 0.72 mm (thirty three milimetre into fifty eight milimetre into zero point fifty eight milimetre) stiffness section should be 48 mmx98 mm x 1 mm, forty eight milimetre into ninety eight milimetre x one milimetre )cover profiles sections should be of 20mmx 58mm x 0. 58 mm (twenty milimetre into fifty eight milimetre into zero point fifty eight milimetre) glass holding section should be 37mm x37 (thirty seven milimetre into thirty seven milimetre) mmand amp, 37mm x 18mm.(thirty seven milimetre into eighteen milimetre) i/c 5 mm (five milimetre) thick ocean blue reflective glass brackets made of CRCA powder coated should be used to connect vertical to horizontal vartical to slab, to fix vertical top & bottom as per site requirement. Gasket made of Ethyl propylene Diamine Monomer. Nutural cure,with good U.V. ressistant silicon to be used. wall fixing of section to concrete/ masonry wall should be with self expanding cap and secrews. The rate is inclusive of cost and conveyance of all material to site. All labour charges, incidented Charges , cost of all consumable, scaffolding charges form work etc. complete for finished to work complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 67.08 Square metre.
53 42 Providing and fixing coloured glazed tiles 6 mm (six milimetre) thick in skirting riser of steps and dado 12 mm (twelve milimetre) thick cement mortar 1:3 (one cement: three sand) and jointed with cement slurry.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 945.42 Square metre.
54 43 Providing and laying granite stone in flooring 20mm (twenty milimetre) (average)thickness base of cement mortar 1:3(one cement: three sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of granite stone i/c rubbing and polishing complete. 20mm. (twenty milimetre) thick complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 215.49 Square metre.
55 44 Kota stone slab flooring 20 mm (twenty milimetre) (average) thick base of cement mortor 1:4 (one cement :four sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. including rubbing and polishing complete. 25 mm (twenty five milimetre) thick.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 235.11 Square metre.
56 45 Kota stone slab 25 mm (twenty five milimetre) thick in risers of steps,skirting dado and pillars laid on 12 mm (twelve milimetre) (average) thick cement mortar 1:3 (one cement :three sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 50.51 Square metre.
57 46 Providing and fixing granite stone slab 20 mm (twenty milimetre) thick in riser of steps skirting dado pillar laid on 12 mm (twelve milimetre) thick cement mortar 1:3 (one cement: three sand) and jointed with gray cement slurry mixed with pigmat to match the shade of slab including rubbing and polishing complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 817.65 Square metre.
58 47 Providing and fixing 10 mm (ten milimetre) thick full body vitrified tiles malt finish 60 cm x 60 cm (sixty centimetre into sixty centimetre) of desert series approved shade and colour AG/Kajaria or equivalent in flooing treads of sleps and laid over 12 mm (twelve milimetre) thick cement mortar 1:3 (one cement: three sand) jointed with cement slurry mixed with pigmat to match the shade of tiles as required complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 2633.45 Square metre.
59 48 Providing and fixing 10 mm (ten milimetre) thick full body vitrified tiles malt finish 650 mm x 650 mm (six hundred fifty into six hundred fifty milimetre) of desert series approved shade and colour AG/Kajaria or equivalent in flooing treads of sleps and laid over 12 mm (twelve milimetre) thick cement mortar 1:3 (one cement: three sand) jointed with cement slurry mixed with pigmat to match the shade of tiles as required complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 1004.01 Square metre.
60 49 Providing and fixing 10 mm (ten milimetre) full body vitrified tiles malf finish desirt series approved shade and colour AGL/ Kajaria or equivalant in skirting riser of steps and dados on 12 mm (twelve milimetre) thick cement mortar 1:3 (one cement : three sand) laid over and jointed with neat cement slurry mixed pigment of required shade to match the shade of tile complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 32.47 Square metre.
61 50 Providing and fixing 10 mm (ten milimetre) thick glazed vitrified tiles in Matl finish with V.C shield technolgy of approved shade and patteren of Nitco somay Kajaria or equivalant in skirting riser of steps and dado 12 mm (twelve milimetre) thick cement mortar 1:3 (one cement: three sand) laid over and jointed with neat cement slurry mixed with pigment of required shade to match the shade tile complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 47.34 Square metre.
62 51 Providing and laying 10 mm (ten milimetre) thick of size 60x60 cm (sixty into sixty centimetre) antistatic vitrified tiles to provide antistatic conductive abrasion resistant hard wearing and, levelled floor in ASC blue colour suitable for the specified use laid on existing floor with proper application process the antistatic cenductive rectified vitrified tile with all punched corner of make. H+R Johnson/Kajaria or equivalent should hak surface electrical, resistant conducture less then 1 Maga OHM with static decy, time less then 05 second and area of each tile should be 0.36 dqm the tile should be fixied using tile adhesive tiles suitable to fix antistatic vitrifient in munimum 6 mm (six milimetre) thick bed and by leving space of minimum 5 mm (five milimetre) road all four side of each tiles after curring of minimum 24 hours. Prepare a grid of 18 (eighteen )gauge antilater pure copper wire arround all four side of antistatic conductive endura tiles wire should to be fixed in the form of grid. All crossing should be jointed and one end of wire should be fixied with the earthing point of the room with help of the bus bar all the grove then should be properly filled with the black coloured antistatic epoxy grout spection -ASEG and all the four punched corner of all tiles should also be filled with the same antistatic grout spection ASEG and allow to cure and complete the work all respect to the entire satisfaction of Engineer-In-Charges complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 477.32 Square metre.
63 52 Providing and fixing PROCELAIN vitrified tile size 120x30 cm (one hundred twenty into thirty centimetre) in malt finish with ante skid groove approved colour shade and in flooring Tread of steps landing etc. in approved pattern Johson/Kajaria and its equivalent laid over 12 m thick cement morter 1:3 (one cement: three sand) jointed with cement slurry mixed with pigmat to match the shade of tiles as required with in all lead and lift of material complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 369.3 Square metre.
64 53 Providing and fixing 20 mm (twenty milimetre) thick cut stone clading on RCC surface as on faces of Arch masonry wall etc. on 12 mm (twelve milimetre) thick cement plaster 1:3 (one cement: three sand) jointed with cement slurry i/c scaffolding etc. with in all lead and lift of material. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 125.84 Square metre.
65 54 Providing and fixing G.R.C stone clading in walls R.C.C face an on faces of Arch masonry on 12 mm (twelve milimetre) thick cement plaster 1:3 (one cement: three sand) jointed with cement slurry i/c scaffolding etc. with in all lead and lift of material.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 1091.27 Square metre.
66 55 Providing and fixing 0.60mm (zero point sixty centimetre) 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 (twenty) microns over 5 (five) microns primer coating to back coat of polyster of 5 (five) microns over 5 (five) microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with screws prepainted limpet and rubber washers complete with all accesoriees as required as per the direction of Engineer-in-charge.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 2732.57 Square metre.
67 56 Providing and fixing ridges or hips 60 cm (sixty centimetre) overall with 0.60mm (zero point sixty milimetre) thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 (twenty) microns over 5 (five) microns primer coating + back coat of polyster of 5 (five) microns over 5 (five) microns primer coating i/c fixing with screws 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 complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 354.05 Running metre
68 57 Providing and fixing valley 90 cm (sixty centimetre) overall 0.60mm (zero point sixty) 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 (five) microns over 5 (five) microns primer coating i/c fixing with screws 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 complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 211.7 Running metre
69 58 Providing and fixing flushing 38cm (thirty eight centimetre) overall with 0.60mm (zero point sixty milimetre) thick prepainted sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of 20 (twenty) microns over 5 (five) microns primer coating + back coat of polyster of 5 (five) microns over 5 (five) microns primer coating i/c fixing with screws prepainted iron J or L hooks, bolts and nuts 6mm dia meter & prepainted G.I. limpet & bitumen washers complete with all accessories as required as per the direction of Engineer-in-Charge.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 332.43 Running metre
70 59 Providing and fixing 30 cm (thirty centimetre) wide 0.60 mm (zero point sixty milimetre) thick prepainted sheet -plain facia with hot dipped metalic zinc coated sheet with top coat of regular modified polysta organic coating of 20 (twenty ) mircon or 5 (five) mircon primer coating to back coat of polyster of 5 (five) mircon primer coat i/c fixing with self drilling and tepping galvanized or zinc alloy coates fastness 5.5 mm (five point five milimetre) dia metre and 55 mm (fifty five milimetre) logn fastness complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 752.26 Running metre
71 60 Providing and fixing plain prepainted sheet chhjah with hot dipped matalic zinc coated sheets with top coat of regular modified polyster organic coting of 20 (twenty) mircon over 5 (five) microns primer coating i/c fixing with screws prepainted iron J or L hooks, bolts and nuts 6mm (six milimetre) dia metre with prepainted limpet and bitumen washers complete with all accesoriees as required as per the direction of Engineer-in-charge.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 175.31 Square metre.
72 61 Providing and fixing 15 cm (fifteen centimetre) .wide 45 cm. (forty five centimetre) overall semicircular plain G.I. sheetgutter with iron brackets 40x3mm (forty x three milimetre) size bolts and nuts and washers etc. including making necessary conections with rain water pipe complete as per design. 0.80mm(zero point eighty milimetre) thick sheet.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 457.12 metre
73 62 Providing and fixing on wall face PVC(D-Plast) rain water pipes of working pressure not less than 4.5 (four point five) kg/sqm including filling the joints with approved adhesive complete. 100mm (one hundred milimetre) dia pipes complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 463.15 Running metre
74 63 Providing and fixing M.S. BP Sheet 1.66mm to 2mm (one point sixty six milimetre to two milimetre) thick in eaves 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 & paid separtely) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 171.35 Square metre.
75 64 Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint. (a) In beams joists channels ,angles , tee ,flats with connecting platesor angle cleats as in main and cross beams,hip and jack rafters,purlins connected to common rafters and the like.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 579.03 Quintal
76 64.01 Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint. In gratings framed guard bars,ladders,railling,brackets and similar works complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 155.574 Quintal
77 65 Painting two coats (excluding priming coat)on new steel and other metal surface under coat with ready mixed paint brusing to give an even shade including cleaning the surface all dirt,dust and other foreign matter :-- With white readymixed paint complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 574.2 Square metre.
78 66 Applying priming coat over new wood and wood based surfaces after and including prepering the surface by thoroughly cleaning oil,grease,dirt and other foreign matter) sand papering and knotting.Readymixed paint brushing wood primer pink.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 64.04 Square metre.
79 67 Painting two coats (excluding priming coat)on new wood and wood based surfaces,with readymixed paint,brushing to give an even shade including cleaning of all dirt,dust and other foreign matter sand papering and stopping:- With white paint complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 64.04 Square metre.
80 68 Applying priming coat on new concrete/masonry/asbestos cement/plastered surfaces after and including preparing the surface by thoroughly cleaning oil,grease,dirt and other foreign matter and sand papering as required with :- Readymixed primer. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 530.59 Square metre.
81 69 Painting two coats(excluding priming coat on new concrete masonry/plaster surfaces with readymixed paint brushing for use on floors to give an even shade including cleaning the surface of all dirt,dust and other foreign matter and sand papering asrequired with:--White paint.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 530.59 Square metre.
82 70 Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 12839.6 Square metre.
83 71 6mm(six milimetre) Cement plaster to ceiling (a) In Cement mortar 1:3(one Cement:three Sand) up to floor all level complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 5195.08 Square metre.
84 72 20mm (twenty milimetre) Cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor all level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm (eighty milimetre) in girth and finished even and smooth.Cement Mortar 1:6 (one Cement :six sand).complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 6503.74 Square metre.
85 73 15mm (fifteen milimetre) cement plaster in single coat on fair side of brick/concrete/stone walls for interior plastering upto all floor level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm (eighty milimetre) in girth and finished even and smooth. Cement mortar 1:6 (one cement : six sand) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 1098.82 Square metre.
86 74 15mm (fifteen milimetre) cement plaster in single coat on fair side of brick/concrete/stone walls for interior plastering upto all floor level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm (eighty milimetre) in girth and finished even and smooth. Cement mortar 1:4 (one cement: four sand) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 58.66 Square metre.
87 75 Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth.Priming coat with distemper primer. Ceiling complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 313.45 Square metre.
88 75.01 Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth.Priming coat with distemper primer. Walls complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 754.97 Square metre.
89 76 Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on undecorated wall surfaces to give an even shade including thoroughly brushing the surface free from mortar droppings and other foreign matter and sand papered smooth including applying of putty as required for making the surface. Ceiling complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 4881.93 Square metre.
90 76.01 Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on undecorated wall surfaces to give an even shade including thoroughly brushing the surface free from mortar droppings and other foreign matter and sand papered smooth including applying of putty as required for making the surface.Walls complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 5748.77 Square metre.
91 77 Finishing wall with weather proof exterior grade emulsion of approved design (Apex ultima) or its equarlied on undecorated wall surfaces (two coats) to give an even shade and final finish after throughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand paper smooth complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 1119.49 Square metre.
92 78 Making plinth protection with flag stone flooring 40 mm (forty milimetre) thick over a bed of 15cm (fifteen centimetre) with rammed earth and cement pointing 1 : 3 (one Cement : three Sand) in proper shape as per instructions of the Engineer Incharge complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 140.61 Square metre.
93 79 Constructing Course rubble hammer dressed 'U' shape open surface drain with side wall. 15x22 cm (fifteen into twenty two centimetre) in cement mortar 1:6 (one Cement : six Sand) and inside plastring with cement plaster 1:3 (one Cement:three Sand) including earth work and laying 10 cm (ten centimetre) cement concrete in 1:5:10 (one Cement : five Sand : ten graded stone aggregate) of 40 mm (forty milimetre) nominal size and 7.5 cm (seventy point five centimetre) cement concrete 1:2:4 (one Cement : two Sand : four Graded stone aggregate of 20 mm (twenty milimetre nominal size) and finished with a floating coat of neat cement complete as per standard design.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 343.15 metre
94 80 Providing and fixing to wall ceiling and floor galavanized mild steel tubes (medium grade) tube fitting and clamps including making good the wall ceiling and floor 15mm (fifteen milimetre) nominal bore complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 275.45 Running metre
95 80.01 Providing and fixing to wall ceiling and floor galavanized mild steel tubes (medium grade) tube fitting and clamps including making good the wall ceiling and floor 20 mm (twenty milimetre)nominal bore complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 118 Running metre
96 80.02 Providing and fixing to wall ceiling and floor galavanized mild steel tubes (medium grade) tube fitting and clamps including making good the wall ceiling and floor 25 mm (twenty five milimetre) nominal bore complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 280.7 Running metre
97 81 Providing and laying in trenches galavanized mild steel tubes (medium grade) tube fitting (earth work in trenches to be measured and paid separately. 15 mm (fifteen milimetre) nominal bore complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 104 Running metre
98 81.01 Providing and laying in trenches galavanized mild steel tubes (medium grade) tube fitting (earth work in trenches to be measured and paid separately. 25 mm (twenty five milimetre) nominal bore complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 290 Running metre
99 81.02 Providing and laying in trenches galavanized mild steel tubes (medium grade) tube fitting (earth work in trenches to be measured and paid separately 20 mm (twenty milimetre) nominal bore. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 115.5 Running metre
100 82 Providing and fixing vitreous China wash down, water closet squatting pan (Indian type W.C pan) size 580mm (five hundred eight milimetre) (Earth work, bed concrete, foot rest and trap to be measured and paid for separately.) Orissa Pattern. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 37 Each
101 83 Providing and fixing viteress china wash down water closet (Europeon type W.C pan) with integrad 'P' or 'S' trap including jointing the trap with soil pipe in cement mortar 1:1 (one cement : one sand) (seat and cover to be measured and paid separetaly Anglo Indian universal closet.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 22 Each
102 84 Providing and fixing Plastic seat (Solid/type) and cover for wash down water closet with C.P brass hinges and rubber buffors (white plastic seat and cover. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 22 Each
103 85 Providing and fixing vitreous china bowl pattern urinal including connection the urinal with waste pipe by means of white lead mixed wih chopped hemp (waste pipe to be measured and paid for separately. Flat back type of size 430mmx 260mm x350mm (four hundred thirty milimetre into two hundred sixty milimetre into three hundred fifty milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 22 Each
104 86 Providing and fixing vitreous china wash basin with single hole for pillar tap with C.I or M.S brackets painted white including cutting holes and making good the same but excluding fittings. 550m x 400mm.(five hundred fifty milimetre into four hundred milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 47 Each
105 87 Providing and fixing vitreous China pedestal for wash basin complete recessed at the back for the reception of pipes and fittings. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 47 Each
106 88 Providing and fixing C.P Brass waste for wash basin or sink.32 mm dia. (thirty two milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 47 Each
107 89 Providing and fixing C.P Brass waste for wash basin or sink. 40 mm dia. (forty milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 28 Each
108 90 Providing and fixing chromium plated brass soap dis with C.P brass brackets fixed to wooden cleats with C.P brass secrew. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 72 Each
109 91 Providing and fixing 600mm x 450mm (six hundred milimetre into four hundred fifty milimetre) bevelled edge mirror of superior glass mounted on 6mm (six milimetre) thick A.C Sheet or plywood sheet and fixed to wooden plugs with C.P Brass screws and washers. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 63 Each
110 92 Providing and fixing C.P brass Towel rail complete with C.P Brass brackets fixed to wooden plugs with C.P Brass screws:- 600mm x 20mm. (six hundred milimetre into twenty milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 69 Each
111 93 Providing and fixing 600mm x 120mm (six hundred milimetre into one hundred twenty milimetre) glass shelf with C.P Brass bracket and guard rail complete, fixed to wooden plugs with C.P Brass screws.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 69 Each
112 94 Providing and fixing Division plate for urinals 600mm x 300 (six hundred milimetre into three hundred milimetre) viterous China complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 18 Each
113 95 Providing and fixing C.P Brass bib tap with Capstan head 15mm dia (fifteen milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 171 Each
114 96 Providing and fixing C.P Brass pillar tap with Capstan head 15mm dia. (fifteen milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 62 Each
115 97 Providing and fixing C.P brass angle valve 15 mm (fifteen milimetre) without Nuts and pipe. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 16 Each
116 98 Providing and fixing C.P stop cocks 15mm (fifteen milimetre) dia.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 161 Each
117 99 Providing and fixing P.V.C connection with brass unions. 300/450(three hundred/four hundred fifty)lengths :- 15mm (fifteen milimetre) nominal bore. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 155 Each
118 100 Providing and fixing brass full way valve with wheel. 15mm (fifteen milimetre) nominal bore. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 4 Each
119 101 Providing and fixing brass full way valve with wheel. 20mm (twenty milimetre) nominal bore. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 4 Each
120 101.01 Providing and fixing brass full way valve with wheel. 25 mm (twenty milimetre) nominal bore complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 10 Each
121 102 Providing and fixing Plytheline-Aluminium-Polyethylene (PE-Al-pe) Composite pressure pipe U.V stablilized with carbon black confirming to IS-15450-2004 water supply including clamp at one metre spacing, cutting, fixing and making good the wall etc. but excluding the cost of fitting (internal work) pipes exposed on wall. internal work-exposed on wall. 1620 (20mm (twenty milimetre) OD Pipe) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 664.15 Metre
122 103 Providing and fixing composite end seal compression fittings as per IS-15450-2004 for cold water supply e.g. tees, elbows, reducers, connectors, couplers and clamps with jointing testing and fitting complete including cutting and making good the walls etc. Equal tees 1620. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 243 Each
123 103.01 Providing and fixing composite end seal compression fittings as per IS-15450-2004 for cold water supply e.g. tees, elbows, reducers, connectors, couplers and clamps with jointing testing and fitting complete including cutting and making good the walls etc Female elbows. 1620x15 mm (one thousand six hundred twenty into fifteen milimetre) thread. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 310 Each
124 103.02 Providing and fixing composite end seal compression fittings as per IS-15450-2004 for cold water supply e.g. tees, elbows, reducers, connectors, couplers and clamps with jointing testing and fitting complete including cutting and making good the walls etc Male thread & Femal thread connector:- 1620x15 mm (one thousand six hundred twenty into fifteen milimetre) thread.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 84 Each
125 104 Providing and fixing PE-AL-PE- composite internal seal compression fittings as per IS-15450-2004 for hot water supply such as tees, elbows, reducers, connectors, couplers and clamps with jointing testing and fixing including cutting and making good the walls etc. (This type of fitting to be used for hot water supply only.) Equal Tees 1620 complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 36 Each
126 104.01 Providing and fixing PE-AL-PE- composite internal seal compression fittings as per IS-15450-2004 for hot water supply such as tees, elbows, reducers, connectors, couplers and clamps with jointing testing and fixing including cutting and making good the walls etc. (This type of fitting to be used for hot water supply only.) Femal branch Tee 1620 x 1620 x 20 mm thread (one thousand six hundred twenty into one thousand six hundred twenty into twenty milimetre) .complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 64 Each
127 104.02 Providing and fixing PE-AL-PE- composite internal seal compression fittings as per IS-15450-2004 for hot water supply such as tees, elbows, reducers, connectors, couplers and clamps with jointing testing and fixing including cutting and making good the walls etc. (This type of fitting to be used for hot water supply only.) Femal Elbow 1620x15 mm (one thousand six hundred twenty into fifteen milimetre) thred.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 14 Each
128 105 Providing and fixing PVC water storage tank of ISI : 12701 marked, G.I inlet and outlet connection, 15 mm (fifteen milimetre) nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hoisting up to all heights above ground level. 1000 (one thousand) litres net capacity tank.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 5 Each
129 105.01 Providing and fixing PVC water storage tank of ISI : 12701 marked, G.I inlet and outlet connection, 15 mm (fifteen milimetre) nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hoisting up to all heights above ground level.2000 (two thousand) litres net capacity tank.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 5 Each
130 106 Providing and fixing PVC floor trap ISI marked of self cleaning including fixing with approved adhesive, cost of cutting and making good the wall and floors etc. complete.110 mm.(one hundred ten milimetre complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 133 Each
131 107 Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked inlcuding fixing with approved adhesive etc. complete 150 mm (one hundred fifty milimetre) dia. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 399.9 metre
132 107.01 Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked inlcuding fixing with approved adhesive etc. complete 110 mm dia (one hundred ten milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 848.75 metre
133 107.02 Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked inlcuding fixing with approved adhesive etc. complete 50 mm dia (fifty milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 84 metre
134 108 Providing and fixing PVC single equal branch with oval access door, ISI marked insertion ruber washer 3 mm (three milimetre) thick bolts and nuts complete inclding fixing with approved adhesive etc. complete. 150 mm (one hundred fifty milimetre) dia. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 9 Each
135 108.01 Providing and fixing PVC single equal branch with oval access door, ISI marked insertion ruber washer 3 mm (three milimetre) thick bolts and nuts complete inclding fixing with approved adhesive etc. complete.(ii) 110 mm dia (one hundred ten milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 80 Each
136 109 Providing and fixing PVC door bend with oval access door, insertion rubber washer 3 mm (three milimetre) thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. complete. 110 mm dia (one hundred ten milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 28 Each
137 110 Providing and fixing PVC single equal branch plain ISI marked including fixing approved adhesive etc. complete.110 mm dia (one hundred ten milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 66 Each
138 111 Providing and fixing PVC collars ISI marked including fixing with aproved adhesive etc. complete. 150 mm (one hundred fifty milimetre) dia. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 30 Each
139 111.01 Providing and fixing PVC collars ISI marked including fixing with aproved adhesive etc. complete 110 mm dia (one hundred ten milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 62 Each
140 112 Providing and fixing PVC plain bend ISI marked including fixing with approved adhesive etc. complete. 150 mm (one hundred fifty milimetre) dia. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 3 Each
141 112.01 Providing and fixing PVC plain bend ISI marked including fixing with approved adhesive etc. complete. 110 mm dia (one hundred ten milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 68 Each
142 112.02 Providing and fixing PVC plain bend ISI marked including fixing with approved adhesive etc. complete. 50 mm dia (fifty milimetre ) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 42 Each
143 113 Providing and fixing PVC clamps ISI marked of approved design with steel crews and rawal plugs etc. complete. 150 mm (one hundred fifty milimetre) dia. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 9 Each
144 113.01 Providing and fixing PVC clamps ISI marked of approved design with steel screws and rawal plugs etc. complete.110 mm dia (one hundred ten milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 80 Each
145 114 Providing and fixing PVC 'P' or 'S' trap for water closet (squatting pan) ISI marked including jointing the trap with the pan and PVC pipe with approved adhesive etc. complete. (i) 110 mm dia (one hundred ten milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 37 Each
146 115 Providing and fixing PVC reducer ISI marked including jointing with approved adhesive etc. complete.150mm x110mm (one hundred fifty milimetre into one hundred ten milimetre) dia.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 9 Each
147 116 Providing and fixing stainless steel kitchen sink of approved standard ISI make with drain board and C.P waste with C.I or M.S Brackets painted white including cutting holes and making good the same but excluding fitting 610x460 mm (six hundred ten into four hundred sixty milimetre) with bowl depth 200 mm. (two hundred milimetre) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 21 Each
148 117 Providing and fixing PTMT Coloured/white high density polyethylene/ poly propylene 10 litres capacity (full flush) Eurpean standard control low level flushing cistern with fittings with a pair of brakets with fittings such as lead valve. Syphon, 15mm (fifteen milimetre) nominal size PVC ball valve with polythene float, with push buttom, couplings for connections with inlet, outlet and over flow pipe, 40 mm (forty milimetre) dia C.P flush bend including cutting holes in walls and making good the same and connecting the flush bend with cistern and closet (overflow pupe to be measured and paid for separately) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 59 Each
149 118 Providing and fixing PTMT Coloured/ with automatic flushing cistern with a pair of PVC/ C.I or M.S bracket complete with fitings including PVC syphonic apparatus, mosquito broad lid PVC unions and coupling for connections with inlet, outlet and over flow pipes including cutting holes and making good the same (over flow pipe to be measured and paid for separately. (i) 5 (five) litres net capacity.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 10 Each
150 119 Providing and fixing PTMT wast coupling of approved quality and colour 32 mm (thirty two milimetre) nominal bore complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 64 Each
151 119.01 Providing and fixing PTMT wast coupling of approved quality and colour .40 mm (forty milimetre) nominal bore.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 24 Each
152 120 Providing and fixing PTMT jet spray of approved quality and colour with one metre tube. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 22 Each
153 121 Providing and fixing 100 mm (one hundred milimetre) dia chromium plated grating of superior quality for floor, gully or nahani trap.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 133 Each
154 122 Constructing manhole with R.C.C top slab in 1:2:4 mix in (one cement :two sand: four graded stone aggregate 20 mm (twenty milimetre nominal size) foundation concrete 1:4:8 (one cement :four sand : eight graded stone aggregate 40 mm (forty milimetre nominal size) inside plastering 15 mm (fifteen milimetre) thick with cement mortar 1:3 (one cement: three sand) finished with a floating coat of neat cement and making channels in concrete 1:2:4 mix (one cement: two sand : four graded stone aggregate 20 mm (twenty milimetre nominal size) finished smooth complete including curing and testing. Inside size 800mm x800mm (eight hundred milimetre into eight hundred milimetre and 500mm (five hundred milimetre) deep including C.I cover with frame. (Light duty single seal pattern -1) 455 mm x 610 mm (four hundred fifty five milimetre into six hundred ten milimetre) internal dimensions total weight of cover and frame to tbe not less than 38 kg (weight of cover 23 (twenty three) kg and weight of frame 15 (fifteen) kg (a) With 200 m (two hundred metre) thick walls of brick masonry using common burnt clay building bricks in cement mortar 1:3 (one cement : three sand) complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 29 Each
155 123 Constructing manhole with R.C.C top slab in 1:2:4 mix in (one cement :two sand: four graded stone aggregate 20 mm (twenty milimetre nominal size) foundation concrete 1:4:8 (one cement :four sand : eight graded stone aggregate 40 mm (forty milimetre nominal size) inside plastering 15 mm (fifteen milimetre) thick with cement mortar 1:3 (one cement: three sand) finished with a floating coat of neat cement and making channels in concrete 1:2:4 mix (one cement: two sand : four graded stone aggregate 20 mm (twenty milimetre nominal size) finished smooth complete including curing and testing. Inside size 800 mm x 800 mm (eight hundred milimetre x eight hundred milimetre ) and 1000 mm (one thousand milimetre) deep including C.I cover with frame. (Lighty duty single seal pattern - 1) 455mm x 610 mm (four hundred fifty five milimetre into six hundred ten milimetre) internal dimensions total weight of cover and frame to be not less than 38 kg (Weight of cover 23 (twenty three) kg and weight of frame 15 (fifteen) kg. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 10 Each
156 124 Supplying cast iron cover without frame for manholes: (i) for frame of internal dimension 455mm x610 mm (four hundred fifty five milimetre into six hundred ten milimetre) rectangular C.I cover (light dty single seal pattern-1) the weight of cover to be not less than 23 (twenty three) kg. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 5 Each
157 124.01 Constructing brick masonry chamber for underground C.I Inspection chamber and bends with common burnt clay building bricks in cement mortar 1:5 (one cement: five sand) C.I cover with frame (light duty) 355 mm x 610 (three hundred fifty five into six hundred ten milimetre) internal dimensions total weight of cover with frame dimensions total weight of frame 15 (fifteen kg) R.C.C top slab with 1;2:4 (one cement: two sand: four graded stone aggregate 20 mm (twenty milimetre nominal size) foundation concrete 1:5:10 (one cement: five sand: ten graded stone aggregate 40 mm (forty milimetre nominal size) inside plaster 15 mm (fifteen milimetre) thick with cement mortar 1:3 (one cement: three sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete. Inside dimensions 455 mm x610 mm x 450 (four hundred fifty five milimetre into six hundred ten milimetre into four hundred fifty milimetre) deep single pipe line.complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 15 Each
158 124.02 Constructing brick masonry chamber for underground C.I Inspection chamber and bends with common burnt clay building bricks in cement mortar 1:5 (one cement: five sand) C.I cover with frame (light duty) 355 mm x 610 (three hundred fifty five into six hundred ten milimetre) internal dimensions total weight of cover with frame dimensions total weight of frame 15 (fifteen kg) R.C.C top slab with 1;2:4 (one cement: two sand: four graded stone aggregate 20 mm (twenty milimetre nominal size) foundation concrete 1:5:10 (one cement: five sand: ten graded stone aggregate 40 mm (forty milimetre nominal size) inside plaster 15 mm (fifteen milimetre) thick with cement mortar 1:3 (one cement: three sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete. Inside dimensions 455 mm x 610 mm x 750 mm (four hundred fifty five milimetre into six hundred ten milimetre into seventy five milimetre) deep single pipe line. complete as per direction of Engineer -in- Charge including carriage of materials with in all leads , lifts and other incidentals. 8 Each
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