SCHEDULE 'A' TO TENDER REF. COMLR/CKM/PLI/01/2023 DATED 20.10.2023
SOQ FOR PROPOSED CONSTRUCTION OF BRANCH BUILDING AT SITE NO.7/2P, PANCHANAHALLI VILLAGE,
KADUR TALUKA, CHICKMAGALURU DIST, KARNATAKA - 577 182.
S.No | DESCRIPTION | Unit | Qty | RATE | AMOUNT | |
Ground Floor | ||||||
1 | Dismantling & Demolition Work | |||||
Demolishing Stone Rubble Masonry, Brick Masonry, | ||||||
Flooring etc manually/ by mechanical means including | ||||||
a | stacking | of serviceable material and disposal of | Cft | 2100.00 | ||
unserviceable material to the appropriate disposal area as | ||||||
per direction of Engineerin- charge. | ||||||
Demolishing R.C.C. work manually/ by mechanical | ||||||
b | means including stacking of steel bars and disposal of | Cft | 1600.00 | |||
unserviceable material to the appropriate disposal area as | ||||||
per direction of Engineer-in-charge. | ||||||
Dismantling doors, windows and clerestory windows | ||||||
c | (steel or wood) shutter including chowkhats, architrave, | Sft | 800.00 | |||
holdfasts etc. complete and stacking to the appropriate | ||||||
disposal area as per direction of Engineerin- charge. | ||||||
2 | Earthwork Excavation | |||||
Sl.No 1.5 : Earth work excavation by manual means for | ||||||
drains,canals, waste weir draft, approach channels, key | ||||||
trench, foundation of Bridges and such similar works, as | ||||||
per drawing and technical specifications, including | ||||||
setting out, shoring, strutting, barricading, caution lights, | ||||||
excavated surface leveled and sides neatly dressed | Cft | 3585.0 | ||||
disposing off or leveling 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, usage | ||||||
& other appurtenances required to complete the work | ||||||
Sl.No. 1.5.1: In ordinary/ soft rock without blasting upto | ||||||
1.5 m depth | ||||||
3 | Plain Cement Concrete | |||||
Item No 2.1 Providing and laying in position plain | ||||||
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 | Cft | 596.00 | ||||
all lead & lifts, cost of all materials of quality, labour, | ||||||
Usage charges of machineries, curing, and all the other | ||||||
appurtenances required to complete the work as per | ||||||
technical specifications. Item No, 2.1.3:Mix 1:3:6 (M10) | ||||||
Using 40 mm nominal size graded crushed coarse agg. | ||||||
4 | Random Rubble Masonry | |||||
Sl.No.5.1: 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 | Cft | 384.00 | ||||
graded stone aggregate 20 mm nominal size) upto plinth | ||||||
level with | 5.1.1 Cement mortar 1:6 (1 cement : 6 coarse | |||||
sand) | ||||||
5 | Earth Filling | |||||
SCHEDULE 'A' TO TENDER REF. COMLR/CKM/PLI/01/2023 DATED 20.10.2023
SOQ FOR PROPOSED CONSTRUCTION OF BRANCH BUILDING AT SITE NO.7/2P, PANCHANAHALLI VILLAGE,
KADUR TALUKA, CHICKMAGALURU DIST, KARNATAKA - 577 182.
Sl.No 1.9: Filling available excavated earth (excluding | |||||
rock) in sides of foundation upto plinth in layers not | |||||
exceeding 20 cms. In depth, compacting each deposited | Cft | 3342.00 | |||
layer by ramming after watering with lead upto 50m. & | |||||
lift upto 1.5m. | |||||
6 | Solid Concrete Blocks (8" thick) | ||||
Sl. No.6.32 Providing and constructing load bearing wall | |||||
with Solid Concrete blocks of size 600x200x200mm | |||||
having block density more than 1800kg/m3 and minimum | |||||
compressive strength of 4.00N/mm2 conforming to IS | Cft | 1209.00 | |||
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. | |||||
7 | Burnt Brick Masonry | ||||
Sl.No.6.6 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 | Sft | 125.00 | |||
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. | |||||
8 | 4" Solid Block Work | ||||
Sl. 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 | Cft | 198.00 | |||
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. | |||||
9 | RCC Work below GL | ||||
Item No.2.2 Providing and laying in position Reinforced | |||||
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, form work Usage charges of | |||||
machinery, curing and all the other appurtenances | |||||
required to complete the work as per technical | |||||
specifications. Including cost of steel reinforcement. | |||||
2.2.2.1 M25 Design Mix Using 20 mm nominal size | |||||
graded crushed coarse aggregates. | |||||
a | RCC Column Footing | Cft | 938.00 | ||
b | Column Pedestral | Cft | 188.00 | ||
10 | RCC Work above GL |
SCHEDULE 'A' TO TENDER REF. COMLR/CKM/PLI/01/2023 DATED 20.10.2023
SOQ FOR PROPOSED CONSTRUCTION OF BRANCH BUILDING AT SITE NO.7/2P, PANCHANAHALLI VILLAGE,
KADUR TALUKA, CHICKMAGALURU DIST, KARNATAKA - 577 182.
Item.No. 2.5 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. Including cost of | ||||||
steel reinforcement, dowel bars.) Item No. 2.5.2 M25 | ||||||
Design Mix Using 20 mm nominal size graded crushed | ||||||
coarse aggregates (Inclusive of Formwork) | ||||||
a | RCC Column | Cft | 169.00 | |||
b | Plinth Beam | Cft | 460.00 | |||
c | Lintel | Cft | 82.00 | |||
d | Main Beam | Cft | 249.00 | |||
e | RCC Main slab. | Cft | 1278.00 | |||
f | RCC Shade, Loft, Racks & Drops | Sft | 225.00 | |||
g | Stair case | |||||
Steps | Cft | 35.00 | ||||
h | Waist Slab | |||||
Landing | Cft | 32.00 | ||||
11 | Marine Grade Flush type Door | |||||
Providing & fixing of 32mm thick Marine Grade Flush | ||||||
type Door 3"x4" wood frame including shutter as per | ||||||
specification, including all hardware fittings of aproved | Sft | 42.00 | ||||
make With ISI Mark, labour etc complete as per | ||||||
specification. | ||||||
12 | Aluminium Windows & Ventilators | |||||
Providing and fixing in position Powder coated | ||||||
Aluminium Windows and Ventilators as per approved | ||||||
drawings with sliding shutters using Two track window | ||||||
frame of size 92x31.75mm bottom section 1.3mm thick, | ||||||
weight 1.07kg/m, sides and top sections 1.3 mm, thick, | ||||||
weight 0.933 kg/m.shutter frame section comprising top | ||||||
and bottom section of size 40mmx18mm, wall thickness | ||||||
1.25mm.weight 0.417kg./m. shutter side outer 40mm x | ||||||
18mm.wall thickness 1.25mm.weight 0.417 kg/m, shutter | ||||||
interlock section 40mmx26.7mm wall thickness 1.1 mm. | ||||||
thick, weight 0.469 kg/m, the shutters | mounted on nylon | |||||
rollers with approved quality of fixtures | ||||||
SCHEDULE 'A' TO TENDER REF. COMLR/CKM/PLI/01/2023 DATED 20.10.2023
SOQ FOR PROPOSED CONSTRUCTION OF BRANCH BUILDING AT SITE NO.7/2P, PANCHANAHALLI VILLAGE,
KADUR TALUKA, CHICKMAGALURU DIST, KARNATAKA - 577 182.
such as aluminium handles tower bolts etc. Providing and | ||||||||||
fixing 5.5mm.thick plain glass for shutters fitted with | ||||||||||
rubber beading all aluminium sections including cutting | ||||||||||
to required length, joints mitred sub dividing the frame | Sft | 149.00 | ||||||||
tenonned and rivetted, in the assembled frame, stiffened | ||||||||||
with end clips for corners, angles etc.,and fixed to the | ||||||||||
walls, lintels, floor beams/cill as the case maybe, with | ||||||||||
necessary steel screws raul plugs or teak wood gatties. | ||||||||||
13 | M S Grill work | |||||||||
Providing and fixing M S Grill work for windows and | ||||||||||
ventilators using 10mm M S | Square rod at 3"c/c as per | |||||||||
design including cutting, welding the same to required | Sft | 149.00 | ||||||||
pattern with a coat of red lead primer ,cost of all | ||||||||||
materials, fixtures, labour and HOM complete as per | ||||||||||
specification. | ||||||||||
14 | WPC Door for Toilet | |||||||||
Providing and fixing door for toilets with 2"x2" frame | ||||||||||
and 25mm thick WPC shutters finished on both sides as | Sft | 35.00 | ||||||||
per | specification | required, | including | all fittings | etc. | |||||
complete as per specification and direction. | ||||||||||
15 | M.S Sheet Door for UPS Room | |||||||||
Providing and fixing 1mm thick M.S Sheet Door | with | |||||||||
frame and diagonal braces of size 40x40x6mm angle | ||||||||||
Iron, 3.15mm thick M.s gusset plates at the junctions and | ||||||||||
corners, with handles, stoppers and locking arrangements | Sft | 18.00 | ||||||||
etc. including applying a priming coat of red lead paint | ||||||||||
cost of materials, labour, HOM complete as per | ||||||||||
specifications. | ||||||||||
16 | Internal wall & Ceiling Plastering | |||||||||
Providing Internal wall and Ceiling plastering 12mm thk | ||||||||||
cement plaster in single coat with cement mortar 1:3mix | ||||||||||
including rounding, providing & removing scaffolding, | Sft | 6380.00 | ||||||||
cost of materials, labour, curing, complete as per | ||||||||||
specifications. | ||||||||||
17 | External Wall/ Ceiling Plastering | |||||||||
Providing External wall/ Ceiling plastering 12mm thick | ||||||||||
cement plaster in single coat with cement mortar 1:3 to | ||||||||||
wall | including | rounding, | providing | and removing | Sft | 6290.00 | ||||
scaffolding, including cost of materials, labour, curing, | ||||||||||
complete as per specifications. | ||||||||||
18 | Water Cut Beeding | |||||||||
Providing Water cut beeding with cement mortar 1.3 mix | ||||||||||
including cost of all material & labour, curing, | Rft | 719.00 | ||||||||
scaffolding etc complete. as per specification. | ||||||||||
19 | Bed Concrete Flooring | |||||||||
Providing and laying in position Bed concrete flooring of | ||||||||||
mix 1:4:8 using 20mm and down size graded granite | ||||||||||
metal machine mixed, concrete laid in layers not | Cft | 738.00 | ||||||||
exceeding 10cms thick well compacted, including cost of | ||||||||||
all materials, labour, HOM of machinery curing complete. | ||||||||||
as per specification. | ||||||||||
SCHEDULE 'A' TO TENDER REF. COMLR/CKM/PLI/01/2023 DATED 20.10.2023
SOQ FOR PROPOSED CONSTRUCTION OF BRANCH BUILDING AT SITE NO.7/2P, PANCHANAHALLI VILLAGE,
KADUR TALUKA, CHICKMAGALURU DIST, KARNATAKA - 577 182.
20 | Double Charged Vitrified Flooring | ||||
Providing and fixing of Double Charged Vitrified | |||||
flooring of Naveen / RAK / Nitco / Kajaria approved | |||||
make 60cm x 60cm of 10mm thick for floor, fixing the | Sft | 1749.00 | |||
tiles using CM 1:5mix, including cutting filling joints, | |||||
cost of all materials, labour, curing etc. complete. (Basic | |||||
Cost Rs 60.00) | |||||
21 | Skirting | ||||
Providing skirting up to 10cm high using vitrified tiles of | |||||
Naveen / RAK / Nitco / Kajaria make with cement mortar | Rft | 241.00 | |||
1:3. Including cost of materials, labour, complete as per | |||||
specification. | |||||
22 | Antiskid Vitrified Tiles | ||||
Providing and fixing Antiskid Vitrified tiles H & R | |||||
Johnson/ Bell/ Kajaria / Naveen/ Spartek. 30cm x 30cm | |||||
of 10mm thick for Toilet and Wash floor. fixing the tiles | Sft | 90.00 | |||
using cm1:5mix, including filling joints, cutting, fixing | |||||
and cost of all materials labour etc. complete. as per | |||||
direction. (Basic Cost Rs 50.00) | |||||
23 | Mat Finished Vitrified Tiles | ||||
Providing and fixing Mat Finished Vitrified tiles of | |||||
Naveen / RAK / Nitco / Kajaria 30cm x 30cm of 10mm | |||||
thick for Staircase. fixing the tiles using cm1:5mix, | sft | 693.00 | |||
including filling joints, cutting, fixing and cost of all | |||||
materials labour etc. complete. as per direction. (Basic | |||||
Cost Rs 50.00) | |||||
24 | Cement Pressed tiles For Ramp | ||||
Providing and fixing precast cement pressed chequered | |||||
tiles 20mm thick for Ramp. fixing the tiles using | |||||
cm1:5mix, including filling joints, cutting, fixing and cost | Sft | 72.00 | |||
of all materials labour etc. complete. as per direction. | |||||
(Basic Cost Rs 50.00) | |||||
25 | Glazed Tiles | ||||
Providing & fixing Glazed tiles of H & R Johnson/ Bell/ | |||||
Kajaria /Spartek/ Naveen 30cm x 60cm of 6mm thick for | |||||
wall, fixing the tiles using 1:5 mix cement mortar, | Sft | 327.00 | |||
including cutting, filling joints and fixing cost of | |||||
materials, labour etc. complete. (Basic Cost Rs 45.00) | |||||
26 | External wall paint | ||||
Providing and applying External wall paint in two coats | |||||
with water proof cement paint over one coat of primer as | |||||
required after thoroughly brushing the new surface, free | |||||
from mortar drops and other foreign matter by scrapping | |||||
including preparing the surface even and sand paper | Sft | 2935.00 | |||
smooth, including cost of materials, labour, scaffolding | |||||
complete as per specifications. Colour and shade as per | |||||
direction of Engineer In Charge/ Architect. (Approved | |||||
make Asian (Ace)/ Nerolac / Berger/ Dulux.) | |||||
SCHEDULE 'A' TO TENDER REF. COMLR/CKM/PLI/01/2023 DATED 20.10.2023
SOQ FOR PROPOSED CONSTRUCTION OF BRANCH BUILDING AT SITE NO.7/2P, PANCHANAHALLI VILLAGE,
KADUR TALUKA, CHICKMAGALURU DIST, KARNATAKA - 577 182.
27 Internal Wall Paint
Providing and applying Internal wall paint in two coats with Premium Acrylic Emulsion paint over one coat of primer with Putty finish as required after thoroughly brushing the new surface, free from mortar drops and
other foreign matter including preparing the surface even | Sft | 2892.00 |
and sand paper smoothening by Scrapping, including cost | ||
of materials, labour, scaffolding complete as per | ||
specifications. Colour and shade as per direction of | ||
Engineer In Charge/ Architect. (Approved make Asian / | ||
Nerolac / Berger/ Dulux) |
28 Oil bound Distemper for Ceiling
Providing and applying two coats with oil bound washable distemper of approved brand sahade including priming coat with distemper primer after throughly
brooming the surface free from mortar drops and other | Sft | 3172.00 | |
foreign matter including preparing the surface even and | |||
sand paper smooth, cost of materials, labour, complete as | |||
per specification. (Approved make Asian / Nerolac / | |||
Berger/ Dulux) | |||
29 | Enamel Paint | ||
Providing and applying 2 coats of enamel paint over one | |||
coat of primer for wooden and metal surface with enamel | |||
paint to give an even shade, after cleaning the surface of | |||
all dirt, dust and foreign matter with sand paper including Sft | 836.00 | ||
cost of all meterials, labour etc. Colour and shade as per | |||
direction of Engineer In Charge /Architect. (Approved | |||
make Asian, British, Duco ) |
30 Rolling Shutters with flat slats
Providing and fixing pull and push type rolling shutters of approved make out of 18 guage, 75mm wide cold rolled steel laths of flat slats corrugation, with side guides and
bottom rail,with interlocking arrangements for steel laths | |||
by means of alternate clips, suspension shaft with High | |||
tension coil type springs two numbers, mounted on | |||
specially designed pipe shaft, with bracket plates, guide Sft | 263.00 | ||
channels, ball bearing arrangements, for inside & outside | |||
locking with push & pull operations complete including | |||
pulling hooks, 4Nos. handles with all fittings and | |||
accessories, painted with a coat of red lead paint cost of | |||
materials, labour, HOM coomplete as per specifications. | |||
Rate should be Including of top cover. | |||
31 | Stainless Steel Hand Rails | ||
Providing and fixing 304 Grade Stainless steel hand rails | |||
of 14-gauge pipes for Ramps staircase made out of | |||
stainless steel hallow pipes, using 50mm dia for vertical | |||
@1.60mtr c/c fixed to the ramps or steps by drilling with | |||
bolts and 100mm dia MS base plates 10mm guage for | |||
fixing of vertical pipes 4- Nos anchor bolts and 40mm dia | |||
pipes fixed horizontally |
SCHEDULE 'A' TO TENDER REF. COMLR/CKM/PLI/01/2023 DATED 20.10.2023
SOQ FOR PROPOSED CONSTRUCTION OF BRANCH BUILDING AT SITE NO.7/2P, PANCHANAHALLI VILLAGE,
KADUR TALUKA, CHICKMAGALURU DIST, KARNATAKA - 577 182.
for 2- rows top, one pipes fixed with vertical pipes | |
another one fixed with elbows and 25mm dia pipes are | |
fixed horizontally for 2-rows below top measure @ equal | |
intervals including cutting, welding, bending wherever | |
necessary with suitable caps @ tops, bottoms & corners | |
finishing with mat/ shining etc., complete including cost Sft | 54.00 |
and conveyance of all materials, labour for all items of | |
work, HOM with all lead and lift, loading and unloading, | |
transportation charges and all other incidential charges | |
etc., complete as per specification and directions of the | |
Engineer-in charge of the work. |
32 Collapsible Gate
Providing and fixing in position Collapsible Gate with single or double leaf with vertical channel 20mm x 10mm
x 2mm braced with flat iron diagonals 20mmx5mm size, | ||||
with top and bottom rails of t iron sections of 40x 40x | ||||
6mm with 38mm dia steel pulleys complete with bolt and Sft | 80.00 | |||
nuts, locking arrangements, stoppers, handles on both | ||||
sides with 7.5cms openings at 10cms. C/C applying a | ||||
priming coat of red lead paint. cost of materials, labour, | ||||
HOM complete as per specifications. | ||||
33 | Sanitary Chamber | |||
Constructing brick masonry inspection chamber for 450 x | ||||
450mm and 450mm depth (clear inside dimension) for | ||||
single pipeline, using table moulded non-modular bricks | ||||
of class designation 5.0 in cement mortar 1:5 over bed of | ||||
1:2:4 RCC 200mm thk above 100mm thk PCC 1:3:6 | ||||
Cement Concrete Foundations over sand bed of 100mm | ||||
thk channelling in 1:2:4 cement concrete, inside | Nos | 3.00 | ||
plastering 12mm thick with cement mortar 1:3, finish | ||||
smooth with a floating coat of cement on walls and bed | ||||
concrete. The work including excavation for required | ||||
depth of Gully Trap and refilling and making goodin the | ||||
surface with SFRC Cover and Frame complete as per | ||||
standarad design including cost of materials, labour | ||||
charges, curing complete as per specifications. | ||||
34 | Leach Pit | |||
Constructing Leach pit of size 7'0' x 7'0" x 10'0" as per | ||||
direction work including earth work excavation, RR | ||||
Masonry Work, providing and laying RCC Top slab of 4" Nos | 1.00 | |||
thick and air vent etc complete as per | ||||
specification.including cost of all materials labours etc. |
STRONG ROOM
1 RCC Work
Item No.2.5 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
SCHEDULE 'A' TO TENDER REF. COMLR/CKM/PLI/01/2023 DATED 20.10.2023
SOQ FOR PROPOSED CONSTRUCTION OF BRANCH BUILDING AT SITE NO.7/2P, PANCHANAHALLI VILLAGE,
KADUR TALUKA, CHICKMAGALURU DIST, KARNATAKA - 577 182.
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 | Cft | 1112.00 | ||||
appurtenances required to complete the work as per | ||||||
technical specifications. Including cost of steel and Form | ||||||
work. (Note : Strong room should be as per RBI | ||||||
Guidlines for Reinforcement details as per drawing | ||||||
enclosed.) (12mm dia double mat both ways at 6" c/c | ||||||
alternatively ) | ||||||
2 | Internal wall & Ceiling Plastering | |||||
Internal wall and Ceiling | plastering 10mm thk cement | |||||
plaster in single coat with cement mortar 1:3mix | ||||||
including rounding, providing & removing scaffolding, | Sft | 1115.00 | ||||
cost of materials, labour, curing, complete as per | ||||||
specifications. | ||||||
3 | Oil bound Distemper for Ceiling | |||||
Providing and applying two coats with oil bound | ||||||
washable distemper of approved brand sahade including | ||||||
priming coat with distemper primer after throughly | ||||||
brooming the surface free from mortar drops and other | Sft | 229.00 | ||||
foreign matter including preparing the surface even and | ||||||
sand paper smooth,cost of materials, labour, complete as | ||||||
per specification | ||||||
4 | Internal Wall Painting | |||||
Providing and applying internal wall paint in two coats | ||||||
with Premium acralic emulsion paint over one coat of | ||||||
primer as required after | thoroughly brushing the new | |||||
surface, free from mortar drops and other foreign matter | ||||||
including preparing the surface even and sand paper | Sft | 886.00 | ||||
smoothening by Scrapping, including cost of materials, | ||||||
labour, scaffolding complete as per specifications. With | ||||||
approved brand Paints to be used must be of approved | ||||||
quality & brand | ||||||
5 | Mat Finished Vitrified Tiles | |||||
Providing and fixing Mat Finished Vitrified tiles 30cm x | ||||||
30cm of 10mm thick for Staircase. fixing the tiles using | ||||||
cm1:5mix, including filling joints, cutting, fixing and cost | Sft | 229.00 | ||||
of all materials labour etc. complete. as per direction. | ||||||
(Basic Cost Rs 50.00) | ||||||
6 | Skirting | |||||
Providing skirting up to 10cm high using vitrified tiles | ||||||
with cement mortar 1:3. Including cost of materials, | Rft | 60.00 | ||||
labour, complete as per specification. | ||||||
7 | Grill Partition | |||||
Fabricating, providing and erecting in poiston of Hot dip | ||||||
galvanised M.S. Ornamental security Grill Gate using 75 | ||||||
x 12mm M S Flat for all round frame work with verticals | ||||||
at the center and horizontal center support M S Square of | ||||||
12mm x 12mm of different | ||||||
SCHEDULE 'A' TO TENDER REF. COMLR/CKM/PLI/01/2023 DATED 20.10.2023
SOQ FOR PROPOSED CONSTRUCTION OF BRANCH BUILDING AT SITE NO.7/2P, PANCHANAHALLI VILLAGE,
KADUR TALUKA, CHICKMAGALURU DIST, KARNATAKA - 577 182.
heights are to be fixed at 16 cms C/C for square bars of | |||||
full height and at 8cms C/C for bottom rods provide | |||||
ornamental C I Designers at the bottom and C I arrows in | |||||
the middle and top. The entire frame work is to be fixed | |||||
by means of expansion bolts to the wall with necessary | |||||
drilling holes. The work includes providing two coats of | Sft | 126.00 | |||
enemal painting over one coat of red lead ready mix | |||||
primer coat etc complete cost of all labour, painting, | |||||
erection charges etc as per specification and drawings. | |||||
And locker area is covered with 8mm thk Bison board, | |||||
finishing with 2 coat of paint over 1 coat of primer with | |||||
putty finish. | |||||
Staircase Head Room | |||||
1 | Solid Concrete Blocks (8" thick) | ||||
Sl. No.6.32 Providing and constructing load bearing wall | |||||
with Solid Concrete blocks of size 600x 200x 200mm | |||||
having block density more than 1800kg/m3 and minimum | |||||
compressive strength of 4.00 N/mm2 conforming to IS | Cft | 201.00 | |||
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. | |||||
2 | RCC Work | ||||
Item.No. 2.5 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. Including the | |||||
cost of steel reinforcement, dowel bars. Item No. 2.5.2 | |||||
M25 Design Mix Using 20 mm nominal size graded | |||||
crushed coarse aggregates (Inclusive of Formwork) | |||||
a | RCC Column | Cft | 27.00 | ||
b | Lintel | Cft | 5.00 | ||
c | Main Beam | ||||
Staircase | Cft | 30.00 | |||
d | RCC Main slab. | Cft | 149.00 | ||
3 | Aluminium Windows & Ventilators | ||||
Providing and fixing in position Powder coated | |||||
Aluminium Windows and Ventilators as per approved | |||||
drawings with sliding shutters using Two track | |||||
SCHEDULE 'A' TO TENDER REF. COMLR/CKM/PLI/01/2023 DATED 20.10.2023
SOQ FOR PROPOSED CONSTRUCTION OF BRANCH BUILDING AT SITE NO.7/2P, PANCHANAHALLI VILLAGE,
KADUR TALUKA, CHICKMAGALURU DIST, KARNATAKA - 577 182.
window frame of size 92x31.75mm bottom section | |||||||||
1.3mm thick, weight 1.07kg/m, sides and top sections 1.3 | |||||||||
mm, thick, weight 0.933 kg/m.shutter frame section | |||||||||
comprising top and bottom section of size 40mmx18mm, | |||||||||
wall thickness 1.25mm.weight 0.417kg./m. shutter side | |||||||||
outer | 40mm x | 18mm. wall | thickness | 1.25mm.weight | |||||
0.417 kg/m, shutter interlock section 40mmx26.7mm wall | |||||||||
thickness 1.1 mm. thick, weight 0.469 kg/m, the shutters | |||||||||
mounted on nylon rollers with approved quality of | Sft | 23.00 | |||||||
fixtures such as aluminium handles tower bolts etc. | |||||||||
Providing and fixing 5.5mm.thick plain glass for shutters | |||||||||
fitted with rubber beading all aluminium sections | |||||||||
including cutting to required length, joints mitred sub | |||||||||
dividing the frame tenonned and rivetted, in the | |||||||||
assembled frame, stiffened with end clips for corners, | |||||||||
angles etc.,and fixed to the walls, lintels, floor beams/ cill | |||||||||
as the case maybe, with necessary steel screws raul plugs | |||||||||
or teak wood gatties. | |||||||||
4 | M S Grill work | ||||||||
Providing and fixing M S Grill work for windows and | |||||||||
ventilators using 12mm M S | Square rod at 3"c/c as per | ||||||||
design including cutting, welding the same to required | Sft | 23.00 | |||||||
pattern with a coat of red lead primer ,cost of all | |||||||||
materials, fixtures, labour and HOM complete as per | |||||||||
specification. | |||||||||
5 | Internal wall & Ceiling Plastering | ||||||||
Providing Internal wall and Ceiling plastering 10mm thk | |||||||||
cement plaster in single coat with cement mortar 1:3mix | |||||||||
including rounding, providing & removing scaffolding, | Sft | 474.00 | |||||||
cost of materials, labour, curing, complete as per | |||||||||
specifications. | |||||||||
6 | External Wall/ Ceiling Plastering | ||||||||
Providing External wall/ Ceiling plastering 10mm thick | |||||||||
cement plaster in single coat with cement mortar 1:3 to | |||||||||
wall | including | rounding, | providing | and removing | Sft | 876.00 | |||
scaffolding, including cost of materials, labour, curing, | |||||||||
complete as per specifications. | |||||||||
7 | Water Cut Beeding | ||||||||
Providing Water cut beeding with cement mortar 1.3 mix | |||||||||
including cost of all material & labour, curing, | Rft | 114.00 | |||||||
scaffolding etc complete. as per specification. | |||||||||
8 | External wall paint | ||||||||
Providing and applying External wall paint in two coats | |||||||||
with water proof cement paint over one coat of primer as | |||||||||
required after thoroughly brushing the new surface, free | |||||||||
from mortar drops and other foreign matter by scrapping | |||||||||
including preparing the surface even and sand paper | Sft | 450.00 | |||||||
smooth, including cost of materials, labour, scaffolding | |||||||||
complete as per specifications. Colour and shade as per | |||||||||
direction of Engineer In Charge/ Architect. (Approved | |||||||||
quality & brand Apex ultima, Pedilite or equilant.) | |||||||||
Attachments
- Original Link
- Original Document
- Permalink
Disclaimer
Canara Bank Ltd. published this content on 21 October 2023 and is solely responsible for the information contained therein. Distributed by Public, unedited and unaltered, on 21 October 2023 12:52:30 UTC.