Health And Family Welfare Department Tender
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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
₹ 4,20,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
EWHFWD/2024-25/BD/WORK_INDENT636Tender No
EWHFWD/2024-25/BD/WORK_INDENT636Tender Authority
Health And Family Welfare Department ViewPurchaser Address
-Website
http://kppp.karnataka.gov.in
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Documents
BOQ Items
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CSR 23-24 V-1 pg no 8 Itm no 1.15.1 - 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 In ordinary/soft rock without blasting upto 1.5 m depth ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
319.42
381
121746.933
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CSR 23-24 V-3 pg no 5 Itm no 1.1A - Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum & Cost of Haulage Excluding Loading and Unloading Taking output 10 t load and lead 5 km = 100 t.km (135+12x5x1.35) ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1830.59
226
415177.812
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CSR 23-24 V-2 pg no 5 Itm 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
701
123
86853.9
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CSR 23-24 V-1 pg no 7 Itm 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
149.96
279
41883.828
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CSR 23-24 V-1 pg no 7 Itm no 1.11 - Filling approved 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
1564.34
454
711227.181
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CSR 23-24 V-1 pg no 11 Itm no 1.23 - Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
148.81
2816
419063.841
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CSR 23-24 V-2 pg no 175 Itm no 17.3 - Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
98.65
1251
123470.34
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CSR 23-24 V-1 pg no 15 Itm 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
163.87
6288
1030488.3015
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CSR 23-24 V-1 pg no 15 Itm 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 FOOTINGS ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
193.39
7185
1389511.0178
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CSR 23-24 V-1 pg no 15 Itm 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 PEDESTALS ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
13.32
7318
97476.8256
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CSR 23-24 V-1 pg no 16 Itm 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 & Poles Concrete- GROUND FLOOR ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
42.13
12214
514607.8388
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CSR 23-24 V-1 pg no 16 Itm 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, Slab & Staircase- GROUND FLOOR ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
157.16
10777
1693828.0468
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CSR 23-24 V-1 pg no 16 Itm 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 & LINTELS- GROUND FLOOR ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
59
11496
678278.16
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CSR 23-24 V-1 pg no 16 Itm 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 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
15.75
10094
158983.335
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CSR 23-24 V-2 pg no 43 Itm 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
10.56
1299
13726.944
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CSR 23-24 V-1 pg no 18 Itm 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
52.59
93929
4939770.8115
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CSR 23-24 V-2 pg no 9 Itm 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
14.01
6708
93985.3845
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CSR 23-24 V-2 pg no 17 Itm 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
991.95
1375
1364427.225
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CSR 23-24 V-2 pg no 17 Itm 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
169.29
1159
196240.968
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CSR 23-24 V-2 pg no 100 Itm 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
1.65
103755
171196.9875
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CSR 23-24 V-2 pg no 105 Itm 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
28
1066
29870.4
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CSR 23-24 V-2 pg no 218 Itm 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
56
577
32340
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CSR 23-24 V-2 pg no 219 Itm 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
28
393
11025
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CSR 23-24 V-2 pg no 219 Itm 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
56
157
8820
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CSR 23-24 V-2 pg no 219 Itm 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
112
73
8232
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CSR 23-24 V-2 pg no 219 Itm 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
28
105
2940
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CSR 23-24 V-2 pg no 105 Itm 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
28
1104
30928.8
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CSR 23-24 V-2 pg no 69 Itm 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
168
63
10584
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CSR 23-24 V-2 pg no 205 Itm 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
160.35
54
8755.11
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CSR 23-24 V-2 pg no 105 Itm 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
73.8
3488
257421.78
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CSR 23-24 V-2 pg no 110 Itm 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
28.58
7070
202080.606
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CSR 23-24 V-2 pg no 109 Itm 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
20.1
6004
120699.495
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CSR 23-24 V-2 pg no 86 Itm 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
48.68
176
8587.152
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CSR 23-24 V-2 pg no 111 Itm 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
118.25
737
87162.075
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CSR 23-24 V-2 pg no 112 Itm 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
19.73
3659
72197.0025
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CSR 23-24 V-2 pg no 107 Itm 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
38
119
4548.6
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CSR 23-24 V-2 pg no 41 Itm 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
1331.16
327
436088.016
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CSR 23-24 V-2 pg no 50 Itm 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
2436.92
105
255876.6
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CSR 23-24 V-2 pg no 42 Itm 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
438.05
366
160523.4225
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CSR 23-24 V-2 pg no 41 Itm 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
120.47
371
44778.699
... More
CSR 23-24 V-2 pg no 43 Itm 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
1208.4
39
48215.16
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CSR 23-24 V-2 pg no 54 Itm 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
462
54
25225.2
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CSR 23-24 V-2 pg no 61 Itm 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
548.53
1233
676748.8875
... More
CSR 23-24 V-2 pg no 59 Itm 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 cement : 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 litre 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
32.24
840
27081.6
... More
CSR 23-24 V-2 pg no 62 Itm 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
139.5
1392
194225.85
... More
CSR 23-24 V-2 pg no 64 Itm 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
32.16
5594
179915.904
... More
CSR 23-24 V-2 pg no 64 Itm 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
62.66
2711
169877.526
... More
CSR 23-24 V-2 pg no 41 Itm 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
291.75
309
90369.5625
... More
CSR 23-24 V-2 pg no 150 Itm 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
60.41
645
39009.7575
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CSR 23-24 V-2 pg no 60 Itm 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
35.78
933
33398.841
... More
CSR 23-24 V-2 pg no 65 Itm 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
152.25
1521
231640.7625
... More
CSR 23-24 V-2 pg no 85 Itm 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
246.96
593
146509.02
... More
CSR 23-24 V-2 pg no 48 Itm 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
2436.92
133
324963.282
... More
CSR 23-24 V-2 pg no 46 Itm 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
438.05
163
71752.59
... More
CSR 23-24 V-2 pg no 47 Itm 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
48.68
52
2555.7
... More
CSR 23-24 V-2 pg no 48 Itm no 8.40 - 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
57.32
120
6921.39
... More
CSR 23-24 V-2 pg no 47 Itm 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
177.12
55
9856.728
... More
CSR 23-24 V-2 pg no 54 Itm 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
177.12
710
125905.752
... More
CSR 23-24 V-2 pg no 69 Itm no 10.1.2 - 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 locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch 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
26.26
4133
108554.901
... More
CSR 23-24 V-1 pg no 5 Itm 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
29.69
254
7544.229
... More
CSR 23-24 V-3 pg no 17 Itm 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
17.85
89
1593.1125
... More
CSR 23-24 V-3 pg no 25 Itm 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
157.5
8
1323
... More
CSR 23-24 V-3 pg no 17 Itm 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
47.25
110
5209.3125
... More
CSR 23-24 V-3 pg no 23 Itm no 4.1.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
31.5
2611
82257.525
... More
CSR 23-24 V-3 pg no 49 Itm no 6.1 - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
19.69
5166
101718.54
... More
CSR 23-24 V-3 pg no 49 Itm no 6.2.1 - Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing. Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
31.5
9514
299692.575
... More
CSR 23-24 V-3 pg no 163 Itm no MoRTH 602.6.3 - Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
52.5
73
3858.75
... More
CSR 23-24 V-3 pg no 74 Itm 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
70
262
18375
... More
CSR 23-24 V-3 pg no 66 Itm 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
49
114
5608.05
... More
CSR 23-24 V-3 pg no 66 Itm no 8.13.i - Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control. Over 10 cm in width ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
4.38
213
933.597
... More
CSR 23-24 V-3 pg no 68 Itm no 8.2 - Providing and fixing 1.8 m high GI barbed wire fencing with
2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 m center to center founded in M15 grade cement concrete,
0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 808 ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
210
570
119731.5
... More
CSR 23-24 V-2 pg 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
475.2
142
67858.56
... More
CSR 23-24 V-1 pg no 8 Itm 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 In ordinary/soft rock without blasting upto 1.5 m to 3.00 depth ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
5.55
446
2476.6875
... More
CSR 23-24 V-1 pg no 15 Itm 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 A. Raft & BOTTOM SLAB ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
2.01
6852
13773.2838
... More
CSR 23-24 V-1 pg no 15 Itm 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 WALLS & RC WALL ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
11.24
11309
127121.7024
... More
CSR 23-24 V-1 pg no 15 Itm 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 TOP SLAB ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
2.24
9979
22353.408
... More
CSR 23-24 V-1 pg no 18 Itm 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
1.9
82961
157626.945
... More
CSR 23-24 V-2 pg no 149 Itm no 15.1 - Polyurethane based Single Component for New Surface
Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
64.68
857
55485.738
... More
CSR 23-24 V-5 pg no 221 Itm 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
6
2060
12360.6
... More
CSR 23-24 V-2 pg no 13 Itm no 6.5 - Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
3.25
11525
37459.0125
... More
CSR 23-24 V-2 pg no 42 Itm no 8.6.2 - Providing 20 mm cement plaster with cement mortar 1:3 (1 cement:
3 coarse sand) finished with a floating coat of neat cement 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 directions of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
28.28
450
12738.726
... More
CSR 23-24 V-2 pg no 175 Itm no 17.1 - Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1.57
1052
1651.797
... More
CSR 23-24 V-2 pg no 175 Itm no 17.2 - Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1.01
1245
1257.753
... More
CSR 23-24 V-2 pg no 175 Itm no 17.4 - Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
1.01
1405
1420.0095
... More
CSR 23-24 V-2 pg no 128 Itm no 13.64.2 - Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.110mm nominal dia pipes ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
10
404
4042.5
... More
CSR 23-24 V-1 pg no 5 Itm no 1.4.2 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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. Depth exceeding 1.5m, but not exceeding 3 m ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
6.8
271
1849.26
... More
CSR 23-24 V-2 pg no 175 Itm no 17.5 - Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. ---- etc., complete with all lead and lift as per detailed specification and directions of the Engineer incharge
28
1179
33016.2
... More
CSR 23-24 V-2 pg no 177 Itm no 17.14 - Providing and laying 100mm thick pre-cast cover slabs over Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @ 6kg/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
4
1228
4914
... More
CSR 092 - 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
413643
413643
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