Health And Family Welfare Department Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 26,32,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Description
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Contact
Tender Id
EWHFWD/2024-25/BD/WORK_INDENT815Tender No
EWHFWD/2024-25/BD/WORK_INDENT815Tender Authority
Health And Family Welfare Department ViewPurchaser Address
-Website
http://kppp.karnataka.gov.in
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Documents
BOQ Items
... More
Common Pwd SR 23-24 V-3 Page no 5 Item No 1.1A - Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
8383.17
139
1165595.9568
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Common Pwd SR 23-24 V-2 Page no 5 Item No 4.1 - Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
2521.59
121
306448.8327
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Common Pwd SR 23-24 V-1 Page no 7 Item No 1.9 - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
3446.75
273
944306.0975
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Common Pwd SR 23-24 V-1 Page no 7 Item No 1.8 - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
651.84
488
318234.8064
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Common Pwd SR 23-24 V-1 Page no 15 Item No 2.1.3 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
669.56
6168
4130287.9896
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Common Pwd SR 23-24 V-1 Page no 15 Item No 2.2.3 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. ( Including formwork) for footing ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1775
7048
12510484
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Common Pwd SR 23-24 V-1 Page no 15 Item No 2.2.3 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Including formwork) for pedastal ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
36.79
7178
264103.6372
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Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork ) for COLUMNS, LIFT CORE WALL - GROUND FLOOR ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
267.89
11982
3209879.4112
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Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork ) for PLINTH BEAM, RCC SLAB, RCC STAIRCASE, DECK SLAB-GROUND FLOOR ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
716.81
10572
7578423.5483
... More
Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork ) for RCC BEAMS,LINTEL- GROUND FLOOR ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
262.95
11277
2965352.8875
... More
Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.1 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Including FormWork) for Chajja ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
35.28
9901
349339.032
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Common Pwd SR 23-24 V-2 Page no 44 Item No 8.16 a - Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
47.56
1275
60645.6584
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Common Pwd SR 23-24 V-1 Page no 18 Item No 2.11 a - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
282.81
92140
26058311.367
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Common Pwd SR 23-24 V-2 Page no 9 Item No 5.4 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
78.13
6580
514146.9658
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Common Pwd SR 23-24 V-2 Page no 17 Item No 6.32 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800Kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
3818.4
1349
5152167.12
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Common Pwd SR 23-24 V-2 Page no 17 Item No 6.34 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800Kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
309.48
1137
351912.8028
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Common Pwd SR 23-24 V-2 Pg no 100 Item No 12.13.1 - Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
4.61
101779
469203.2645
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Common Pwd SR 23-24 V-2 Page no 104 Item No 12.51 - Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
58
1046
60695.84
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Common Pwd SR 23-24 V-2 Pg no 218 Item No 22.15.2 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Handles 300mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
116
566
65714
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Common Pwd SR 23-24 V-2 Pg no 219 Item No 22.15.4 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Aldrop 16mm dia, 300mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
58
386
22401.92
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Common Pwd SR 23-24 V-2 Pg no 219 Item No 22.15.6 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Tower Bolts 200x10mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
113
154
17458.5
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Common Pwd SR 23-24 V-2 Pg no 219 Item No 22.15.9 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS hinges 100 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
203
72
14636.3
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Common Pwd SR 23-24 V-2 Pg no 219 Item No 22.15.10 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge.SS Door stopper 75mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
58
103
5974
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Common Pwd SR 23-24 V-2 Page no 105 Item No 12.6 - Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
58
1083
62846.48
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Common Pwd SR 23-24 V-2 Page no 69 Item No 10.6.3 - Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 12 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
348
61
21506.4
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Common Pwd SR 23-24 V-2 Page no 205 Item No 20.79 - Supplying and fixing new teak wood beads wherever necessary including cost of materials, labour, complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
485.7
53
26014.092
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Common Pwd SR 23-24 V-2 Pg no 105 Item No 12.57.6 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.-do- 35 mm thick both side Commercial ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
167.4
3421
572785.884
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Common Pwd SR 23-24 V-2 Page no 110 Item No 12.9 - Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
185.75
6936
1288365.715
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Common Pwd SR 23-24 V-2 Page no 109 Item No 12.85 - Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
32.81
5890
193269.6017
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Common Pwd SR 23-24 V-2 Page no 86 Item No 11.34A - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
4856.67
173
840398.1768
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Common Pwd SR 23-24 V-2 Pg no 111 Item No 12.93.1 - Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 850 Kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge. (Fixtures shall be paid for separately)Size 62 x 100mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
154.7
723
111857.382
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Common Pwd SR 23-24 V-2 Pg no 112 Item No 12.94.1 - Providing and fixing factory made Green certified, Anti Termite, UV resistant, high water absorbant single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) having minimum density of 650 Kg/m3 and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength of 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws The cost includes cost of materials, transportation, labour and fixing charges.(Cost of Fixtures to be paid separately)30 mm thickness ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
51
3589
183067.05
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Common Pwd SR 23-24 V-2 Page no 105 Item No 12.59 - Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 Kg and door width upto 700 mm), with necessary accessories and screws etc. complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
31
1147
35570.02
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Common Pwd SR 23-24 V-2 Page no 84 Itm No 11.25.2 - Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
691.2
140
96823.296
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Common Pwd SR 23-24 V-2 Pg no 87 Itm No 11.35.1.1 - Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- charge. (Glazing, paneling and dash fasteners to be paid for separately) :For Fixed Portion : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) including cost of materials, labour, usage charges of machinery complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
357.96
465
166651.8576
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Common Pwd SR 23-24 V-2 Page no 89 Item No 11.37.1 - Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10Kg/ Sqm) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
31.09
1017
31638.4276
... More
Common Pwd SR 23-24 V-2 Page no 41 Item No 8.4.2 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge... ( Inside) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
3896.21
321
1252086.0456
... More
Common Pwd SR 23-24 V-2 Page no 43 Item No 8.1 - Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
3987.74
217
866655.5342
... More
Common Pwd SR 23-24 V-2 Page no 50 Item No 8.51 - Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
7883.95
103
812046.85
... More
Common Pwd SR 23-24 V-2 Page no 42 Item No 8.5.2 - Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. ( Outside) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1778.35
359
639263.4745
... More
Common Pwd SR 23-24 V-2 Page no 41 Item No 8.3.1 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per direc- tions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
589.32
364
214877.8584
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Common Pwd SR 23-24 V-2 Page no 43 Item No 8.16.2 - Providing and fixing suitable plaster mesh manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment.Plaster mesh 150mm wide ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
9382.86
39
367245.1404
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Common Pwd SR 23-24 V-2 Page no 54 Item No 8.79 - Forming groove of uniform size in the top layer of plaster as per approved pattern including repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 10mm to 15 mm wide and 8 mm deep groove. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
2522.4
53
135099.744
... More
Common Pwd SR 23-24 V-2 Page no 61 Item No 9.17.2 - Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/ m2 including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1108.32
1210
1341344.28
... More
Common Pwd SR 23-24 V-2 Page no 59 Item No 9.2 - Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 ce- ment : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 L per 50 Kg of cement or as per direction of Engineer incharge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
139.08
824
114601.92
... More
Common Pwd SR 23-24 V-2 Page no 62 Item No 9.22.2 - Providing and laying Polished Glazed Vitrified tiles with thickness 10 mm in floor with different sizes with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
613.98
1365
838561.6044
... More
Common Pwd SR 23-24 V-2 Page no 41 Item No 8.2.1 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1183.62
303
359642.937
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Common Pwd SR 23-24 V-2 Page no 63 Item No 9.24 - Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
889.9
2937
2614134.644
... More
Common Pwd SR 23-24 V-2 Page no 71 Item No 10.18 - Providing and fixing of wall cladding using 20mm thick gang saw water cut Shiva gold granite, grey granite in CM 1:3 (1 cement : 3 coarse sand) proportion cut to required shape, pattern with paper joints, finished with cement mortal using white cement and colour pigments to match the colour of slab making through jointing with sealant, making holes 25mmx12mm grooves in joints including cost of all materials, mortar, labour, curing etc., complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
83.22
3459
287922.0594
... More
Common Pwd SR 23-24 V-2 Page no 64 Item No 9.3 - Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
252.89
5487
1387819.8576
... More
Common Pwd SR 23-24 V-2 Page no 64 Item No 9.32 - Providing and laying Black Lapotra Granite stone flooring in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
154.95
2659
412083.327
... More
Common Pwd SR 23-24 V-2 Page no 69 Item No 40180 - Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar loca- tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 m2 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
26.94
4055
109244.6634
... More
Common Pwd SR 23-24 V-2 Page no 150 Item No 15.7 - Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproofing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTM C 1202 with 64% improvement against control & protecting steel re-inforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.5 Kg/bag of cement. (For calculation purpose 320 Kg of Cement for M-20 grade of Concrete is considered in the analysis) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
169.47
633
107350.7715
... More
Common Pwd SR 23-24 V-2 Page no 60 Item No 9.11 - Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thick- ness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
99.35
915
90971.8145
... More
Common Pwd SR 23-24 V-2 Page no 65 Item No 9.39 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
542.7
1492
809963.469
... More
Common Pwd SR 23-24 V-2 Page no 85 Item No 11.28 - Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
677.31
581
394160.5545
... More
Common Pwd SR 23-24 V-2 Page no 48 Item No 8.39 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
7883.95
130
1031299.4995
... More
Common Pwd SR 23-24 V-2 Page no 46 Item No 8.32 - Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 L/10 Sqm with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1778.35
160
285745.278
... More
Common Pwd SR 23-24 V-2 Page no 47 Item No 8.34.3 - Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
224.93
51
11583.895
... More
Common Pwd SR 23-24 V-2 Page no 48 Item No 8.4 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
230.57
118
27311.0165
... More
Common Pwd SR 23-24 V-2 Page no 47 Item No 8.34.1 - Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
401.76
54
21932.0784
... More
Common Pwd SR 23-24 V-2 Page no 54 Item No 8.82 - Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 no. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
401.76
697
280151.2656
... More
CPWD V-1 Page no 132 Item No 5.44.1 - Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universalaluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in Charge. (Material shall confirm to ASTM 6063). Floor Joint of 100 mm gap ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
105
4915
516114.9
... More
CPWD V-1 Page no 132 Item No 5.45.1 - Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063) Wall Joint of 100 mm gap ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
105
4097
430277.4
... More
CPWD V-1 Page no 132 Item No 5.46.1 - Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed toaccommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063). Roof Joint of 100 mm gap ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
189
4596
868791.42
... More
Common Pwd SR 23-24 V-2 Page no 181 Item No 18.1 - Providing and supplying aluminium extruded tubular and other alu- minium sections as per the architectural drawings and approved draw- ings of Chief Architect, GoK.The aluminium quality shall be as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).The weight of aluminium extruded section shall be taken for purpose of payment. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
273
419
114444.33
... More
Common Pwd SR 23-24 V-2 Page no 181 Item No 18.2 - Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum- smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/ structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c)Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d)Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete.This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the cur- tain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in m2 . up to two decimal. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
42
2765
116153.1
... More
CPWD V-1 Page no 205 Item No 9.137 - Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panneling to be paid for separately). ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6.48
5461
35392.5936
... More
CPWD V-1 Page no 205 Item No 9.136 - Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to bepaid for separately). ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
15
1239
18594.3
... More
Common Pwd SR 23-24 V-2 Page no 28 Item No 7.41 - Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising at 120 grams per m2 including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws at 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all T sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
546.46
1743
952911.4834
... More
Common Pwd SR 23-24 V-2 Page no 25 Item No 7.31 - Providing and fixing in position 12mm thick plaster of paris (Gypsum anhydrous) for ceiling reinforced with hessian cloth flat surface with ceiling tiles up to a height of 5 m above floor level over aluminium strips 25mm x 6mm and rendered smooth with plaster of paris including cost of materials, labour, curing complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
234.2
1206
282475.646
... More
Common Pwd SR 23-24 V-3 Page no 9 Item No 2.5A - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer.A In area of light jungle ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
39.73
404
16082.3067
... More
Common Pwd SR 23-24 V-1 Page no 9 Item No 1.15.2 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Depth exceeding 1.5 m, but not exceeding 3 m ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
107.23
437
46939.9325
... More
Common Pwd SR 23-24 V-2 Page no 107 Item No 12.59 - Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
22
1147
25243.24
... More
Common Pwd SR 23-24 V-2 Page no 69 Item No 10.1.1 - Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar loca- tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of the slab upto 0.50 m2 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
27.42
4126
113139.8556
... More
Common Pwd SR 23-24 V-3 Page no 135 Item No 15.4 - Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
10
210
2101.2
... More
Common Pwd SR 23-24 V-2 Page no 89 Item No 11.36.1 - Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge: Pre- laminated particle board with decorative lamination on one side and balancing lamination on other side including cost of materials, labour, usage charges of machinery complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
4.72
923
4360.8552
... More
18-19 SR Page no 69 Item No 10.5.2 - Bore Packing : Filling the bore wherever necessary with polymer modified concrete and brushing one coat of acrylic copolymer cross linked formulaion on the bore. Including all labour charges tools and equipments, all complete as per the manufacturer. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
10
247
2472
... More
Common Pwd SR 23-24 V-2 Page no 152 Item No 15.12 - Newly Constructed Roof/Podium with PU Waterproof coating Above 500 m2 Providing and Applying single component Polyurethane based cold applied seamless waterproofing coating to the RCC surface like Roof & Podium area applied @ 2.4kg/m2 in 3 coats to achieve 1.5mm DFT, including a prime coat of solvent free, medium viscous, epoxy primer @0.2L/m2 and protection with 120gsm Geo-textile over the 7 days cured waterproofing membrane. The Waterproofing material shall have Solids greater than 85%, Tensile strength greater than2 Mpa as per ASTM D 412, Elongation at break greater than400% confirms to ASTM C 1305 for crack bridging ability (no cracks up to 3.2mm) Shore A Hardness greater than55 as per ASTM D 2240, Adhesion to peel after water immersion as per ASTM C 794 at 5.2N. Resistance to root penetration as per UNE CN/ TS 14416. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 60gsm Geo-textile over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
90.11
1199
108127.4945
... More
Common Pwd SR 23-24 V-5 Page no 113 Item No 10.1.7 - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
24
423
10159.92
... More
Common Pwd SR 23-24 V-1 Page no 7 Item No 1.4.1 - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
732.48
249
182577.9648
... More
Common Pwd SR 23-24 V-3 Page no 17 Item No 3.1 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
236.95
87
20744.9725
... More
Common Pwd SR 23-24 V-3 Page no 25 Item No 4.11 A - Making 50 mm x 50 mm furrows, 25mm/ 50mm deep, 45 degrees to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material.25 mm deep furrow cutting ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1759.5
8
14498.28
... More
Common Pwd SR 23-24 V-3 Page no 17 Item No 3.7 - Compacting original ground supporting embankment-Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
263.93
108
28544.0295
... More
Common Pwd SR 23-24 V-3 Page no 23 Item No 4.2 V - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 .For Grading -V Material ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
175.95
2561
450713.52
... More
Common Pwd SR 23-24 V-3 Page no 26 Item No 4.17 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface andcompactingwithvibratoryrollertoachievethedesireddensity. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
175.95
2635
463763.7315
... More
Common Pwd SR 23-24 V-3 Page no 31 Item No 5.1 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1759.5
42
74303.685
... More
Common Pwd SR 23-24 V-3 Page no 31 Item No 5.3 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1759.5
12
21747.42
... More
Common Pwd SR 23-24 V-3 Page no 32 Item No 5.7 A - Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG- 40 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
131.96
7990
1054458.0504
... More
Common Pwd SR 23-24 V-3 Page no 43 Item No 5.31 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
45.75
10456
478387.1625
... More
Common Pwd SR 23-24 V-3 Page no 74 Item No 8.42.2 - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)600 x 200 x 100 mm Kerb Stone ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
610
257
157075
... More
Common Pwd SR 23-24 V-3 Page no 27 Item No 4.19 - Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
82.35
378
31129.1235
... More
Common Pwd SR 23-24 V-3 Page no 66 Item No 8.1 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
427
112
47939.29
... More
Common Pwd SR 23-24 V-1 Page no 17 Item No 2.5.3 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including formwork for A. Raft ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
53.1
7433
394730.532
... More
Common Pwd SR 23-24 V-1 Page no 17 Item No 2.5.3 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including formwork for pump room and sump tank-walls ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
43.46
7938
345025.4632
... More
Common Pwd SR 23-24 V-1 Page no 17 Item No 2.5.3 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including formwork for Cover slab, Staircase Steps- pumproom ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
39.91
10825
432058.0771
... More
Common Pwd SR 23-24 V-1 Page no 17 Item No 2.5.3 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including formwork for D. beams- pumproom E. lintel-beam ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6.99
11547
80717.2347
... More
Common Pwd SR 23-24 V-1 Page no 18 Item No 2.11 h - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
29.4
81381
2392610.808
... More
Common Pwd SR 23-24 V-2 Page no 77 Item No 11.5.1 - Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
4.2
4612
19371.786
... More
Common Pwd SR 23-24 V-2 Page no 152 Item No 15.14 - UGT/OHT (inside) waterproofing with Anti-microbial Coating---Providing and Applying two component, water-based food grade epoxy resin coating on inside surface of Potable water tank having anti-algae, antifungal, Non-toxic, hygiene cum damp-proof coating Certified by CFTRI as per 21 CFR 175 -300 of US - FDA, having mixing Ratio (Base: Hardener: Water) - 1:1:1 to be applied @ 0.35 Kg/m2 in 2 coats. Ensure that this coating is applied over the protective plaster, and that Item No. 4 is completed across the entire surface prior to applying the protective plaster. The Waterproofing material shall have Specific Gravity: 1.2, Water vapor permeance: 244.48 g/m2/24 hrs, as per IS 7809/Pt 2/1977, Adhesion strength: 2 N/mm2 as per ASTM D 4541: 02. The finished cost to include surface preparation completely as per specification. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
276.64
1723
476703.2816
... More
Common Pwd SR 23-24 V-2 Page no 42 Item No 8.8 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1112.9
382
425261.348
... More
Common Pwd SR 23-24 V-2 Page no 44 Item No 8.21 - Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
377.03
26
10096.8634
... More
Common Pwd SR 23-24 V-2 Page no 45 Item No 8.28 - Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
377.03
91
34562.3401
... More
Common Pwd SR 23-24 V-5 Page no 221 Item No 18.3 - Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
12
2020
24250.2
... More
Common Pwd SR 23-24 V-1 Page no 17 Item No 2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including formwork for Base slab (VENT PORTION) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
31.5
7400
233122.05
... More
Common Pwd SR 23-24 V-1 Page no 17 Item No 2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including formwork for Side wall ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
48.3
9515
459583.194
... More
Common Pwd SR 23-24 V-2 Page no 176 Item No 17.12 - Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
274.5
955
262378.08
... More
Common Pwd SR 23-24 V-3 Page no 146 Item No 16.15c - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750 mm dia ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
12
3435
41220.48
... More
Common Pwd SR 23-24 V-3 Page no 51 Item No 6.8.1 - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
75
1100
82502.25
... More
Common Pwd SR 23-24 V-1 Page no 15 Item No 2.1.4 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
4.26
6403
27278.91
... More
Common Pwd SR 23-24 V-1 Page no 16 Item No 2.5.2 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. including formwork for Footing ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
52.14
7612
396897.501
... More
Common Pwd SR 23-24 V-2 Page no 46 Item No 8.31 - Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
809.4
183
148387.302
... More
Common Pwd SR 23-24 V-3 Page no 57 Item No 8.18 - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
69
770
53159.67
... More
Common Pwd SR 23-24 V-2 Page no 95 Item No 11.59 - Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineerin-charge. (Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1020
866
883554.6
... More
Common SR 2023-24 Vol-2 P.No.190 I.No.19.30 - Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
437.07
147
64376.0403
... More
Common SR 2023-24 Vol-2 P.No.190 I.No.19.10.1 - Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1116.31
1031
1150949.0993
... More
Common SR 2023-24 Vol-2 P.No.188 I.No.19.13.1 - Taking out doors, windows and clerestory window shutters (steel or wood) including stacking to the appropriate disposal area as per direction of Engineer-in-charge Of area 3 m² and below ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
349.51
96
33839.5582
... More
Common SR 2023-24 Vol-2 P.No.187 I.No.19.7.3 - Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. In cement mortar ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
427.62
1059
453221.6094
... More
Common SR 2023-24 Vol-2 P.No.189 I.No.19.22.2 - Dismantling tile work in floors and roofs laid in cement mortar including stacking material to the appropriate disposal area as per direction of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
648.31
76
49414.1882
... More
Common SR 2023-24 Vol-2 P.No.187 I.No.19.9.1 - Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
286.31
815
233560.2456
... More
Common SR 2023-24 Vol-2 P.No.187 I.No.19.3 - Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
546.52
2498
1365633.2456
... More
Common SR 2023-24 Vol-2 P.No.190 I.No.19.27.2 - Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material to the appropriate disposal area as per direction of Engineer-in-charge Asbestos cement sheet ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1188.81
52
62448.1893
... More
126 - The Tenderer (agency) should arrange to obtain (get), Detailed Architectural drawings and Elevations, Structural designs and drawings including Soil exploration & proof checking by reputed Government/Semi Government / IISC/ITT/REC or decided by the Department and the same has to be furnished to the Department for approval and Providing Consultancy for Architectural design and drawings floor wise. Elevation drawings, 3D view, MFP design and Drawings, Fire Fighting, Internal and External Electrical services including electrical infrastructure, Telephone & Networking, Fire fighting, Modular OT, MGPL, interior layout and liaison with other department and approval of pollution control board and allied works etc., and any other drawings related to this project (This item is included in schedule B as a item) and 6 sets of as built drawings should be submitted to the employer. The Consultancy Fees which is included as an item in schedule B shall be paid on prorate basis of the main work or by negotiation with the employer. etc., complete as per specification with all lead and lift and as per directions of the Engineer-in-charge of the work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1
3248769
3248769.14
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