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
₹ 65,000Document Cost
Refer DocumentsTender Fee
₹ 1,630
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
EWHFWD/2024-25/BD/WORK_INDENT528/CALL-2Tender No
EWHFWD/2024-25/BD/WORK_INDENT528/CALL-2Tender Authority
Health And Family Welfare Department ViewPurchaser Address
-Website
http://kppp.karnataka.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
V-1 P-8 I-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
10.42
139
1450.8808
V-1 P-15 I-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
29.11
7067
205720.9522
V-1 P-15 I-2.2.1 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/ trap/basalt crushed graded coarseaggregates 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. (The cost of steel reinforcement & formwork to be paid separately) --- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
37.57
7418
278719.0562
V-1 P-7 I-1.9 - Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding 0cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
177.04
313
55569.3152
V-1 P-7 I-1.87 - 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.
194.02
559
108519.2664
V-2 P-9 I-5.1.1 - Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
7.2
6620
47671.056
V-2 P-9 I-5.3 - Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
5.4
7321
39538.26
V-1 P-16 I-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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates GF
44.67
8074
360698.6358
V-1 P-16 I-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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates FF
20.89
8155
170368.1861
V-1 P-111 - Appendix I-Additionalities for Formwork, Centering & Scaffolding ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. Footings, Pedestal
29.44
593
17472.3456
V-1 P-111 - Appendix I-Additionalities for Formwork, Centering & Scaffolding ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. COLUMNS GF
9.18
5652
51888.2976
V-1 P-111 - Appendix I-Additionalities for Formwork, Centering & Scaffolding ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. COLUMNS FF
3.47
5708
19809.6748
V-1 P-111 - Appendix I-Additionalities for Formwork, Centering & Scaffolding ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. PLINTH BEAM
8.86
4037
35771.0982
V-1 P-111 - Appendix I-Additionalities for Formwork, Centering & Scaffolding ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. LINTELS, ROOF BEAM GF
12.29
4844
59543.0836
V-1 P-111 - Appendix I-Additionalities for Formwork, Centering & Scaffolding ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. LINTELS, ROOF BEAM FF
5.85
4893
28625.7465
V-1 P-111 - Appendix I-Additionalities for Formwork, Centering & Scaffolding ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. ROOF SLAB GF
14.08
4037
56846.1696
V-1 P-111 - Appendix I-Additionalities for Formwork, Centering & Scaffolding ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. ROOF SLAB FF
18.49
4077
75397.4126
V-1 P-111 - Appendix I-Additionalities for Formwork, Centering & Scaffolding ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. Chajja GF
1.03
3633
3742.6389
V-1 P-111 - Appendix I-Additionalities for Formwork, Centering & Scaffolding ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work. Chajja FF
0.26
3669
954.1922
V-1 P-15 I-2.1.6 - 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates GF
4.12
7366
30350.9688
V-1 P-15 I-2.1.6 - 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates FF
1.69
7440
12574.2929
V-1 P-18 I-2.11a - 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. GF
8.55
105559
902531.673
V-1 P-18 I-2.11a - 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. FF
2.56
106614
272934.016
V-2 P-14 I-6.8 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) 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. GF
37.38
9403
351499.8396
V-2 P-14 I-6.8 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) 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. FF
22.8
9497
216541.86
V-2 P-14 I-6.13 - Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) 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. GF
35.55
1151
40942.224
V-2 P-14 I-6.13 - Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) 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. FF
45.11
1163
52471.952
V-2 P-100 I-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. GF
0.45
116601
52470.765
V-2 P-100 I-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. FF
0.45
117767
52995.474
V-2 P-104 I-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. GF
4
1198
4795.52
V-2 P-104 I-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. FF
4
1210
4843.48
V-2 P-219 I-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 GF
4
442
1770
V-2 P-219 I-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 FF
4
446
1787.72
V-2 P-219 I-22.15.1 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge ---- SS Handles 200mm GF
8
531
4248
V-2 P-219 I-22.15.1 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge ---- SS Handles 200mm FF
8
536
4290.48
V-2 P-219 I-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 GF
4
177
708
V-2 P-219 I-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 FF
4
178
715.08
V-2 P-219 I-22.15.8 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge ---- SS hinges 125 mm GF
16
59
944
V-2 P-219 I-22.15.8 - Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge ---- SS hinges 125 mm FF
16
59
953.44
V-2 P-69 I-10.6.2 - 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 GF
12
64
778.8
V-2 P-69 I-10.6.2 - 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 FF
12
65
786.6
V-2 P-205 I-20.79 - Supplying and fixing new teak wood beads wherever necessary including cost of materials, labour, complete as per specifications. GF
24
61
1472.64
V-2 P-205 I-20.79 - Supplying and fixing new teak wood beads wherever necessary including cost of materials, labour, complete as per specifications. FF
24
61
1487.28
V-2 P-105 I-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 GF
15.36
3919
60210.5856
V-2 P-105 I-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 FF
15.36
3959
60812.6976
V-2 P-110 I-12.89 - Providing & fixing of 2.5 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 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) GF
9.84
7730
76064.9712
V-2 P-110 I-12.89 - Providing & fixing of 2.5 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 94mm width x 45mm height with reinforcement of 1mm thickness and Sash with overall size of 39mm x 58mm with GI reinforcement of 1.5mm and mesh sash of size 25mm x 42mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 1819mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) FF
9.6
7807
74951.808
V-2 P-109 I-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) GF
0.72
6748
4858.8624
V-2 P-109 I-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) FF
0.72
6815
4907.448
V-2 P-85 I-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 GF
206.64
198
40964.3136
V-2 P-85 I-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 FF
206.64
200
41373.4608
V-2 P-111 I-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 GF
9.8
828
8117.928
V-2 P-111 I-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 FF
9.8
836
8199.072
V-2 P-112 I-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 GF
3.15
4112
12953.745
V-2 P-112 I-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 FF
3.15
4153
13083.273
V-2 P-42 I-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. GF
241.84
411
99594.5488
V-2 P-42 I-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. FF
141.19
415
58726.5686
V-2 P-43 I-8.10 - 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. GF
93.2
248
23204.936
V-2 P-43 I-8.10 - 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. FF
72.81
251
18309.5307
V-2 P-50 I-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. GF
335.04
118
39534.72
V-2 P-50 I-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. FF
214
119
25504.52
V-2 P-42 I-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. (outside) GF
163.75
437
71686.475
V-2 P-42 I-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. (outside) FF
146.23
442
64657.0568
V-2 P-43 I-8.16.1 - Providing and fixing suitable plaster mesh 100mm wide 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 GF
676.2
40
27129.144
V-2 P-43 I-8.16.1 - Providing and fixing suitable plaster mesh 100mm wide 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 FF
676.2
40
27399.624
V-2 P-54 I-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. GF
271.01
61
16629.1736
V-2 P-54 I-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. FF
271.01
61
16794.4897
V-2 P-60 I-9.12.2 - Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm GF
56.4
1351
76202.04
V-2 P-60 I-9.12.2 - Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm FF
52.46
1364
71587.4406
V-2 P-40 I-8.2.2 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. GF
67.22
329
22130.1684
V-2 P-40 I-8.2.2 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 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. FF
67.22
332
22351.3222
V-2 P-60 I-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. GF
5.98
1049
6273.1396
V-2 P-60 I-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. FF
5.98
1059
6335.8698
V-2 P-64 I-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. GF
67.22
1709
114934.1004
V-2 P-64 I-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. FF
6.3
1726
10879.596
V-2 P-48 I-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. GF
335.04
149
50209.0944
V-2 P-48 I-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. FF
214
151
32391.04
V-2 P-46 I-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. GF
163.75
210
34394.05
V-2 P-46 I-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. FF
146.23
212
31021.2322
V-2 P-48 I-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. GF
62.22
135
8443.254
V-2 P-48 I-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. FF
62.22
137
8527.8732
V-2 P-48 I-8.38 - Painting with oil type wood preservative of approved brand and manufacture :New work (two coats) to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. GF
25.2
47
1189.44
V-2 P-48 I-8.38 - Painting with oil type wood preservative of approved brand and manufacture :New work (two coats) to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. FF
25.2
47
1201.284
V-2 P-63 I-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. GF
51.69
3365
173955.4584
V-2 P-63 I-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. FF
13.5
3399
45886.635
V-2 P-85 I-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. GF
288
666
192009.6
V-2 P-85 I-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. FF
119.07
673
80178.1659
V-2 P-87 I-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. GF
88.2
533
47042.352
Item - The Tenderer (agency) should arrange to obtain (get), detailed Architectural drawings and elevations, Structural designs and drawings including Soil exploration and providing consultancy for Architectural designs & drawings, elevation, 3D view, Internal and External Electrical services including electrical infrastructure , Lifts, CCTV/Net working system 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 with all lead and lift as per detailed specification and directions of the Engineer incharge
1
47200
47200
V-2 P-84 I-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.
75.6
163
12374.964
V-2 P-149 I-15.2 - Providing and Applying PU based Elastomeric Liquid Applied PU
Waterproofing Membrane single component, cold applied, water based
acrylic PU dispersion with highly elastic and UV resistant water proofing
treatment to the Existing Roof surface/Chajjas/Sunken portion of
WC:Bathroom applied @ 1.2 l/per m2, having tensile strength greater than
1.5N/mm2, elongation greater than 300% with solid content not less than
60% in 2 coats including surface preparation, priming the surface with
water based acrylic primer @0.1 l/m2, and spreading 60 gsm geotextile
between two top coats completely as per specification. The finished cost
to include surface preparation, making coving at Junction, Bore Packing,
treatment of construction joints completely as per specification
113.23
983
111343.5882
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements