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Tender ID
Tender Value
₹84.0 L
EMD Value
₹84,000
Closing Date
27 Jan 2026, 6:00 pmClosed
Executive Engineer, Navsari (R&B) Division, Navsari
Construction of Science College at Khergam, Ta. Khergam, Di.Navsari (Providing Additional Laboratory Facilities, Entrance Gate, Garden Development etc.)
266467
32 of 2025-26
Open
Civil Works - Buildings
Works
Navsari
9 documents required · 9 mandatory
₹2,400
Yes
Executive Engineer, Navsari (R&B) Division, Navsari
₹84,000
Yes
17 Jan 2026
17 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
Construction of Science College at Khergam, Ta. Khergam, Di. Navsari (Providing
Additional Laboratory Facilities, Entrance Gate, Garden Development etc.)
BILL OF QUANTITIES
Percentage Rate Tender
Item Description of Item Quantity Unit Rate In Amount
1 Providing and fixing coloured self adhesive PU- 81.00 Sqmt 5309.57
Tactile tile, ground surface indicators of
Polyurethane) of size 300mm x 300mm for
guiding/warning to the visually visitors in the
centre/side of the pedestrian/approach pathway as
per specification and guidelines complete in all
respect to the entire satisfaction of in charge.
2 Providing and fixing acrylic multilingual Braille 30.00 No 1696.80
(raised dots) DIRECTIONAL SIGNBOARDS of size
x 150mm designed as per accessibility standards
and having 3.5mm thick acrylic base plate with
Upper Case San Serif words made of white acrylic
non glare cut out letters of height 15mm raised not
less than 0.8mm above base plate and the equivalent
word written in Hindi with Devanagari non glare
acrylic letters of height 15mm raised not less than
0.8mm above base plate and having a non-glare
acrylic cut arrow pointing in the required direction.
Each signboard to be fixed as per manufacturers
specifications on the wall at the approved location
and at a height of 1200mm from FFL complete as per
design / specifications and guidelines as per the
entire satisfaction of the Engineer-in-charge
3 Providing & Fixing tactile layout plan of size 900mm 1.00 No 33027.00
x 600mm as approved design, made of 3.0mm thick
acrylic non glare base plate and non glare cut out
symbols with Braille on which individual facility
points, like inquiry, reception, restrooms, medical
room / first aid, cafeteria or breakout area, lounge,
meeting room, conference room etc. present the
respective floors with pictograph wherever needed
all in tactile raised by minimum of 1.0mm to 2mm in
various colours to make it legible for seniors, partial
vision impaired etc. All the facility names should be
in Braille, along with English or Hindi. The entire
block of tactile signs should be mounted on wall for
easy reading. The map to be installed at specified
locations and installed at a height of 800mm from
ground level complete in all respect as per
Harmonized guideline & satisfaction of Engineer in
4 Providing & fixing Braile indicator of size 170 mm x 45.00 Rmt 820.12
35mm for handrails of the approved design and
make have braile dots raised 0.5 mm above base
plate to be installed at specific locations as per
direction of engineer in charge
Item Description of Item Quantity Unit Rate In Amount
5 Providing and fixing of conspectus tape 50mm width 36.00 Rmt 79.08
on of treads in staircase including cutting pasting etc.
As per harmonised guidelines complete in all respect
to the entire satisfaction of engineer in charge.
6 Providing and Fixing 15 mm thick 300 mm x 300 mm 54.00 Sqm 1208.97
Tactile Warning Tiles (Attention Tiles i.e. Tactile
Warning Surface Indicator {TWSI}) of Johnsan
Endura Tac Button Yellow Plus or equvqlent make in
flooring laid on 20 mm thick cement mortar 1:6 (1
cement : 6 coarse sand) on new surface and jointed
with cement slurry including finished with flush
pointing & cleaning the surface for all floors as per
detailed drawing etc. complete as directed by
Architect or Engineer in charge. Thse tiles shall be
Anti Skid, Chemical Resistant, Fade Proof, Frost -
Heat & Weather Proof, High Flexural Strength, Highly
Durable, Stain Resistance . All Tactile Warning Tiles
meet the specific size and dimension standards as
required by ISO/FDIS
7 Providing and laying white glazed tiles 6mm thick in 127.50 Sqm 1058.21
skrting risers of steps and dedo on 10mm thick
cement plaster 1:3 (1-cement : 3-coarse sand) and
jointed with white cement slurry
8 Providing laying and jointing in true line and level 552.00 Rmt 91.84
25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water
including fittings as approved by Engineer In Charge.
Pipe shall be fixed on the wall with the help of clamp
at every two metre C/C or shall be concelled as
directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all materials.
9 Providing laying and jointing in true line and level 660.00 Rmt 72.65
15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water
including fittings as approved by Engineer In Charge.
Pipe shall be fixed on the wall with the help of clamp
at every two metre C/C or shall be concelled as
directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all materials.
10 Providing, laying and jointing in true line and level 400.00 Rmt 834.38
160 diametre U.P.V.C (Type B) conforming to IS
13592-1992 with one end plain and other end
socketed with rubber ring, & fittings conforming to
ISI 14735-1999 of approved make for drainage
system pipe line, pipe shall be jointed with each
other with rubber lubricant, pipe shall be fixed on
wall using of PVC clamp of the size 160 mm diametre
x 210 mm length x 196 mm heigh at every 2000 mm
center to center or shall be concealed in walls as
directed including necessary fittings such as bends,
shoes etc. including testing of pipes and joints and
jointed with adhesive solvent cement including cost
of all materials.
Item Description of Item Quantity Unit Rate In Amount
11 Providing, laying and jointing in true line and level 80.00 Rmt 857.65
110 diametre U.P.V.C (Type B) conforming to IS
13592-1992 with one end plain and other end
socketed with rubber ring, & fittings conforming to
ISI 14735-1999 of approved make for drainage
system pipe line, pipe shall be jointed with each
other with rubber lubricant, pipe shall be fixed on
wall using of PVC clamp of the size 110 mm diametre
x 149 mm length x 145 mm heigh at every 2000 mm
center to center or shall be concealed in walls as
directed including necessary fittings such as bends,
shoes etc. including testing of pipes and joints and
jointed with adhesive solvent cement including cost
12 of all materials.
Providing and fixing PVC SWR Nahni trap IS 14735 12.00 No 585.37
for drain - 100 mm diameter with jali of the following
nominal diameter of self cleansing design with C.I
scread down or hinged grating including the cost of
cutting and making good the walls.
13 Providing and fixing ball cock of approved. quality as 6.00 No 189.84
directed.(A) Copper Metal (ii) 50mm dia.
14 Providing and fixing 3-way Laboratory Water Tap, 48.00 No 3535.00
bench mounted, made of heavy duty brass body with
epoxy / powder coated chemical resistant finish,
having two bib cocks and one swan neck / gooseneck
outlet with independent controls, suitable for
laboratory use. The tap shall be complete with color
coded handles, ½″ BSP inlet connection, corrosion
resistant internal parts, leak proof operation,
including supply, fixing, testing and commissioning
as directed by the Engineer-in-Charge.
15 Providing and fixing pillar tap, capstan head, screw 6.00 No 308.73
down high pressure with screws, shanks and back
nuts. (i) 15mm dia.
16 Providing erecting and fixing double coated ISI water 27000.00 Liter 3.95
tank of required capacity each with all necessary
fittings and connection etc. complete on terrace
17 Providing and fixing 0.9 m high sandwich-type 82.89 Sqmt 5924.66
platform comprising 25 mm thick Kota stone slab as
the base, finished on the top, sides, and front vertical
face with 16–18 mm thick black granite stone (or
equivalent quality) mirror polished, fixed with
cement slurry and adhesive, including moulding of
both exposed edges. The platform shall be supported
with intermediate supports as required, and all joints
shall be properly finished. The work includes
supplying and fixing SS sink with 32 mm dia C.P.
brass waste, M.I. fisher, 15 mm dia pillar tap, rubber
plug with chain, and all necessary fittings, complete
with all materials, labour, and accessories as per
drawing and instructions of the Architect/Engineer-
Item Description of Item Quantity Unit Rate In Amount
18 Providing and fixing 100 mm thick drywall partition 270.80 Sqmt 2825.58
consisting of 75 mm wide C-studs made from 0.6 mm
thick galvanized steel sections, spaced at a maximum
of 625 mm center-to-center for the internal framing.
Both sides of the frame shall be cladded with
mm thick gypsum boards having a fire rating of up to
1 hour, fixed with appropriate fixtures and fastening
hardware (M14), and finished with necessary surface
preparation and wall paint. A 60 mm thick layer of
mineral wool insulation (raw density: 27 kg/cum)
shall be provided within the partition cavity for
acoustic and thermal performance. The minimum
overall wall weight shall be 30 kg/sq.m. (suitable for
Conference Hall partitions). It shall be confirmed and
approved in advance by the Architect, along with a
description and image, or as directed by the Engineer-
19 Providing and fixing 100 mm thick drywall partition 47.63 Sqmt 3353.20
consisting of 75 mm wide C-studs made from 0.6 mm
thick galvanized steel sections, spaced at a maximum
of 625 mm center-to-center for the internal framing.
Both sides of the frame shall be cladded with
mm thick gypsum boards having a fire rating of up to
1 hour, fixed with appropriate fixtures and fastening
hardware (M14), and finished with necessary surface
preparation and wall paint. A 60 mm thick layer of
mineral wool insulation (raw density: 27 kg/cum)
shall be provided within the partition cavity for
acoustic and thermal performance. The minimum
overall wall weight shall be 30 kg/sq.m. (suitable for
Conference Hall partitions). It shall be confirmed and
approved in advance by the Architect, along with a
description and image, or as directed by the Engineer-
20 Dismentaling of tiled of stone floors laid in mortar 150.00 Sqmt 49.41
including stacking of serviceable materials and
disposal of unserviceable materials with all lead and
21 P & L 60x60 cm Mirror polished Blue Kota Stone slab 135.00 Sqmt 1079.41
flooring over 20 mm (average)thick base of cement
mortar 1:6 (1-cement 6-coarse sand) or L.M 1:1.5 (1
Lime putty : 1.5 coarse sand laid over and jointed
with grey cement slurry mixed with pigment to
match the shade of slab including rubbing and
polishing etc.complete (A) 30mm thick
22 Providing and fixing pre-cast Rubber Dye / steel Dye 192.00 Sqmt 704.07
inter locking concrete block 60 mm thick with grade
of concrete M300 pnumatic compressed / vibrated
mechanically and as per approved design Confirming
to IS 15658 : 2006 including 35 mm Sand layer for
levellingand filling the joint with sand in proper line
and level as per guidlines of IRC : SP 63-2018 etc.
Item Description of Item Quantity Unit Rate In Amount
23 Providing & fixing 12mm thick toughend glass door 10.26 Sqmt 16604.40
with enox fittings & also with floor spring .note
flooring cutting covered in this item so no extra claim
for vitrified / kotah flooring
24 Providing and fixing of Structural SPIDER GLAZING 48.96 Sqmt 21260.50
WITH GLASS FIN SYSTEM,Glass panels to be formed
as per approved modules 12mm thick clear
toughened glass edge polished and accurate
designed holes to be installed by means of stainless
steel spider fittings of an approved make and shall
comply to all international codes for the main
1.The system shall be approved spider system of
2.Structural glass wall systems shall be complete
with proper water tight sealants, gaskets.
3.Fasteners shall be of 316 / 304 grade stainless steel
of strength and type appropriate to their use and
shall be tightened to specific torques. The bolts and
nuts fixing to the glass fittings to the supporting
structure shall be high tensile steel grade 8.8 as per
4.Spider fittings shall be of 316 / 304 grade stainless
steel of tensile strength 600 Mpa supplied by
approved glass assemblies of strength and type
appropriate to their use and shall be tightened
to specific torques with calibrated wrenches. The
fittings are protected from direct contact with the
glass by separators of Nylon/Teflon or equivalent
approved make black in colour and manufactured to
international standards.
5.Glass to Glass joints shall be 12mm with clear
25 silicon of approved
Providing make(10cm
cement vata Like GE/Dow
x 10cm Corning make
size) quarter 180.00 Rmt 24.28
round in cement mortar 1:1 including neat cement
finishing watering etc. Complete
26 Core cutting in wall and in RCC slab with size as 30.00 No. 606.00
below: 100 mm dia. Hole
27 Excavation for foundation upto 1.5 m depth including 86.00 Cumt 120.01
sorting out and stacking of useful materials and
disposing off the excavated stuff upto 50 Meter
lead.(A) Loose or soft soil
28 Excavation for foundation for depth from 1.5 m to 40.50 Cumt 166.35
3.0 m including sorting out and stacking of useful
materials and disposing off the excavated stuff
upto 50 Meter lead.(B) Dense or Hard soil
29 Providing and laying controlled cement concrete 78.50 Cumt 3927.44
M.150 and curing complete including the cost of
formwork and excluding reinforcement for
reinforced concrete work in (A) Foundations and
Item Description of Item Quantity Unit Rate In Amount
30 Providing and laying controlled cement concrete 118.00 Cumt 4626.48
M.250 and curing complete including the cost of
formwork and excluding reinforcement for
reinforced concrete work in (A) Foundations,
footings, and Mass concrete.
31 Providing and laying controlled cement concrete 2.00 Cumt 5104.54
M.150 and curing complete including the cost of
formwork and excluding reinforcement for
reinforced concrete work in (C) Plinth Slabs
32 Providing and laying controlled cement concrete M- 5.78 Cumt 6256.95
250 and curing complete including the cost of form
work but excluding the cost of reinforcement for
reinforced concrete work in Ground & Plinth BEAMS
33 Providing and laying controlled cement concrete 8.00 Cumt 10067.68
M200 and curing etc. complete including the cost of
form work and excluding the cost of reinforcement
etc. complete in RCC Vertical and Horizontal wall for
34 Providing 15mm thick cement plaster in single coat 27.00 Sqmt 176.09
on Rough (Similar)side of single or half brick walls
for interior plastering upto floor two level and
finished even and smooth in (ii) Cement mortar 1:4
(1-cement :4-sand)
35 P & L Mate Finished antiskid ceramic tiles 30 x 30 cm 35.00 Sqmt 994.32
size 6 mm thick in flooring treads of steps and
landing laid on a bed of 12 mm thick cement mortar
1:3(1-cement:3-coarse sand)finishing with flush
pointing in white cement
36 Providing and fixing C.I. Manhole cover 0.60 M. x 3.00 Nos 958.17
0.45M. size having weight not less than 35Kg.
37 Providing IS Mark TMT FE 500D bar reinforcement 8280.00 Kg 77.29
for RCC work including bending & placing in position
complete up to All floor Level
38 Box cutting the road surface to proper slope and 355.00 Cum. 106.81
camber for making a base for road work including
removing the excavated stuff and depositing on the
road side slope as directed upto 50Mt.lead.
39 Filling in plinth with sand under floors including 71.00 Cum. 330.27
watering ramming, consolidating and dressing
complete for road work
40 Construction of granular sub-base 150 mm thick by 107.00 Cum. 718.11
providing coarse graded machine crushed B.T.
material satisfying MOST specification of grading I
(B.T. stone aggregate 53 mm to 26.5 mm 35 %,
to 4.75 mm - 45 % and 2.36 mm below - 20 %
)including spreading in uniform layer with motor
grader on prepared surface, mixing by mix in place
method with rotavator at OMC and compacting with
vibratory roller to achieve the desired density etc.
Item Description of Item Quantity Unit Rate In Amount
41 Providing and laying wet mix macadam base course 107.00 Cum. 778.71
150 mm thick using machine crushed B.T. chips as
per required gradation mixing with required
optimum quantity of water, conveying the mix to site
of work, spreading in to grade and camber with
mechanical paver and consolidation each layer with
vibratory roller including cost of material labour
plant and equipment etc. complete.
42 Compaction and finishing of cement concrete road 709.00 Sqm 63.63
by trimix M.250 process providing extra Labour
charges for the trimix vacume dewatering service
process on cement concrete road sutface by using
vacuum dewatering pump floater surface vibrator
including making groves and rough finish to surface
including leveling etc complete.
43 Providing and Laying homoginious Grey cement 200.00 Rmt 370.68
based concrete kerbing of size 30 cm x 30 cm x 10 cm
size as per detailed drawing having grade of concrete
M25 grade, including necessary excavation, BBCC
1:5:10 7.5 cm as per ddetailed drawing fixing in line
and level, filling joints in CM 1:3 with smooth
finished, white washing three coats etc. complete as
directed by Engineer in charge.
44 Providing laying (to level or slopes) and jointing 52.50 Rmt. 678.01
reinforced concrete Light duty non-pressure pipes
I.S. class NP2 of the following internal diameter with
collars and butt ends prepared for collar joints
including testing of joints complete.(D)
45 Providing and laying controlled cement concrete M- 2.43 Cumt 7789.12
250 and curing complete including the cost of form
work but excluding the cost of reinforcement for
reinforced concrete work in (d) columns Up to Plinth
46 Providing and laying controlled cement concrete M- 6.00 Cumt 7749.73
200 and curing complete including the cost of form
work but excluding the cost of reinforcement for
reinforced concrete work in Columns, pillars posts
and struts G.FLOOR
47 Filling foundation and plinth with murrum or 605.00 Cumt 296.29
selected soil in layer of 20 cm in thickness including
ramming watering and consolidating etc. complete
with all lead and lift.
48 Brick work using common burnt clay building bricks 30.84 Cumt 4403.40
having crushing strength not less than 35 kg./Sq.Cm.
in foundation and plinth in Cement Mortar 1:6 (1-
Cement : 6 -fine sand)(B) Conventional{Ground
Item Description of Item Quantity Unit Rate In Amount
49 20 mm thick mala + NATURAL STONE STAMPING 165.00 Sqmt 984.84
PLASTER texture
Providing and applying 20 mm thick double coat
mala cement plaster with Natural Stone Finish Stone
Stamping Texture including grooves on external
brickwork or concrete surfaces, consisting of a base
coat 12 mm thick in cement mortar (1:4) finished
rough to form a key, followed by a top coat 8 mm
thick in cement mortar (1:2). While the top coat is in
green condition, the surface shall be impressed with
approved stone stamping moulds or pattern rollers
to achieve a natural stone texture with defined
grooves and block appearance as per approved
design, shade, and pattern. The stamped and grooved
surface shall be finished with trowel and texture
tools and treated with approved colour oxide,
surface hardener, and protective sealant coating for a
durable, weather-resistant, and aesthetic finish. The
work includes all materials, labour, scaffolding,
curing, cleaning, finishing, and equipment complete
as per approved sample and as directed by the
Engineer-in-Charge.
50 Providing and fixing Panel Cladding System with 47.10 Sqmt 7867.07
panels 125mm wide , made of 0.50mm thick
galvanized steel or 0.65mm TCT aluminium, fixed
over carrier sections 75mm gaps made of 0.100mm
thick galvanized steel stove enamele, including
special high-quality corrosion-resistant and super
durable powder coating on both visible and rear
sides, complete with L-clit, L-angle, tubular stud
section, corrosion and weather-resistant screws and
all necessary installation accessories as required for
proper structural fixing, complete
51 Providing and fixing decorative entrance gate made 1302.50 kg 166.65
out of cast iron and various mild steel tabular section
combination , the Ornamental entrance gate should
be fixed at compound wall including pattern and die
making , cutting , welding , grinding, fabrication
fixing in position at compound wall with necessary
pedestal, bearing block and other locking
arrangement. The entrance gate should be painted
with two coats of priming coat of paint, and two coat
of oil paint etc complete. As per detail design and
instruction of architect.
Item Description of Item Quantity Unit Rate In Amount
52 Providing and fixing concertina coil fencing with 10.00 Rmt 342.39
punched tape concertina coil 600 mm dia 10 mt
openable length having 50 no rounds per 6 mt
length, upto 3mt height of wall with existing angle
iron (50mm x50mm x5mm )requird shaped As per
Directed Engeenier in charge. placed 2.4mt or 3.00mt
apart and with 4 horizontal R.B.T. reinforced barbed
wire(3 mm) , stud tied with G.I. staples and G.I. clips
to retain horizontal, including necessary bolts or
G.I.barbed wire tied to angle iron, all complete as per
direction of Engineer-in-charge, with reinforced
barbed tape (R.B.T.)/Spring core (2.5 mm thick) and
weight 43.478 gm/meter at compound wall for ESR
M4/ intakewell.
53 Providing and laying controlled cement concrete M- 6.00 Cum 5765.08
200 for RCC work and curing complete including the
cost of form work but excluding the cost of
reinforced concrete work in coping Ground floor
54 Constructing providing and fabricating cattle guard 5.50 sqm 5140.90
using channel section frame of size ISMC series
mm x 50 mm (Weight 9.20 kg/Rmt) and ISMC section
100 mm x 75mm (weight 11.50 kg/Rmt)
intermediate support for welding G.I.pipe at 12 Cm
C/C of size 50 mm in a frame made of Channel
section size 100 mm x 50 mm all round including
fixing the unit on prepared chamber of masonary
wall using MS hold fast embeded in masonary wall
top as directed by Engineer in charge and as per
drawing and necessary required arrangement etc
Providing and laying controlled cement concrete 0.14 Cum 6826.59
M.200 and curing complete including the cost of
formwork and excluding the cost of reinforcement
for reinforced concrete work in (C) GF Slabs
56 Providing and laying controlled cement concrete 0.04 Cum 6706.40
M.200 and curing complete including the cost of
formwork and excluding the cost of reinforcement
for reinforced concrete work in (C) Ground floor
57 Providing and fixing machine cut mirror polished 11.16 Sqm 2232.10
18mm thick selected colour granite cladding laid
over 12mm thick base of cement mortar 1:6 on sill,
jambs and top in full width of wall and rounded
moulding of expose edge as directed etc. comp.
Item Description of Item Quantity Unit Rate In Amount
58 Providing & fixing in position standard extruded 12.00 Sqm 3669.33
Aluminum four track(including 1 wirenet shutter)
sliding shutters with colour anodized section having
Horizontal Bottom and Top member size 122.20mm
x 31.75mm x 1.10mm (of Jindal Section no:8787,@
Wt. 1.205 Kg/mt) and Vertical side membesr size
122.20mm x 31.75mm x 1.50mm (of Jindal Section
no:8935,@ Wt. 1.398 Kg/mt) For shutters using top
and bottom size 40mm x 18mm x 1.29mm (of Jindal
Section no:8949 @ wt.of 0.456Kg/mt),vertical
member of size 40mm x 18mm x 1.29mm (of Jindal
Section no:8947 @ wt.of 0.456Kg/mt/Section
8948,@ Wt. 0.457 Kg/mt) four track sliding shutters
(to cover full width) including providing heavy lock,
5 mm thick colour tinted front glass for glazing fixed
with transparent silicon gasket and Providing and
fixing wirenet shutter of Stainless Steel wire of 304-
grade of IS Gauge designation 85-G with wire of 0-56
mm diameter as a fourth sliding shutter including all
required materials labours and equipments as per
detailed drwg. as directed.
59 Providing and fixing Anodized aluminum section 2.10 Sqm 5253.01
frame equivalent to Jindal door section no19552 -
weight not less than 1.1 kg/mt. with wooden inserts
for durable grip of door hinges. (frame size 38mm x
63.5 mm.) single 3.8 cm thick shutter flush door solid
core finished with 1 mm thick lamination on both
sides with s.s. handle and other s.s. fixtures - single
shutter up to 210.shall be providing with 15cm long
stainless steel handle and necessary Locking system
of Godrej, polish work ,fixtures & fastenings etc.
directed by engineer in charge.
60 Providinfg and fixing Safty grills of required pattern 300.00 Kg 110.30
for windows/ Door using necessary M.S angle/ M.S
pipe, M.S flats and other structural steel at required
spacing including cutting, welding and fabriction etc.
including one coat of primer of approved quality and
two coats of oil painting as per detail drawing etc
61 Finishing wall with weather proof exterior 100% 910.00 Sqm 117.40
acrylic emulsion water repellant paint including
primer on wall surface (two coats) to give an
required shape even shade after thoroughly brushing
the surface to remove all dirt, and remains of loose
powdered materials.etc complete as per directed
engineer incharge.
62 Providing and fixing in position 300 mm high, 150 40.00 No. 404.00
mm wide Engish /Gujarati letter made fron 1.0 mm
thick stailess sheet as directed by Engineer-in-charge
with all necessary tools & plants etc. complete.
63 Providing and laying cement concrete 1:3:6 (1- 7.00 Cum. 3080.90
Cement : 3- coarse sand : 6- Crushed stone
aggregates 40 mm nominal size) and curing complete
excluding cost of formwork in (A) Foundation and
Item Description of Item Quantity Unit Rate In Amount
64 Providing 20 mm thick double coat mala cement 147.00 Sqm 279.29
plaster on interior brick / concrete work for
plastering comprising of base coat of 12 mm thick
cement plaster in cement mortar (1 Cement :
coarse sand) in rough finishing and 8 mm thick top
coat of cement mortar 1:2 (1 Cement : 2 Coarse sand)
finished with trovel including scaffolding curing etc.
complete. For Ground floor
65 Supplying of well rotted FYM manure with all lead 55.00 Cum. 378.75
and Lift including spreading mixing dressing and
rolling with hand roller etc. complete.
66 Scarifying the surface of Soil including spreading of 2750.00 Sqm 26.26
DAP fertilizer mixing with Soil properly levelling
gand dressing of the plot
67 Supplying and planting semi carpet Nature Lawn of 2750.00 Sqm 50.50
15 cm x 15 cm after proper anti termite teratment
and rolling the same by hand roller amd wetering etc
68 Bowing and developing flowering plants grown in 40.00 No. 30.30
nusery having approximate height 4 to 5 ft or Height
ad per Landscaps Plan with natural growith of soil
packed in polithyline bag or Earthern pot. Including
organic & chemical fertilizer Pesticides, fungicides,
hormones & maintaining the plants up to three
months as deserted. Bottol palm.
69 Bowing and developing flowering plants grown in 40.00 No. 60.60
nusery having approximate height 4 to 5 ft or Height
ad per Landscaps Plan with natural growith and
nature colour planted in alump of soil packed in
polithyline bag or Earthern pot. Including organic &
chemical fertilizer pesticides, fungicides hormones &
maintaining the plants uo to three months as
deserted Trinagle Plan.
70 Bowing and developing flowering plants grown in 50.00 No. 60.60
nusery having approximate height 4 to 5 ft or Height
ad per Landscaps Plan with natural growith and
nature colour planted in alump of soil packed in
polithyline bag or Earthern pot. Including organic &
chemical fertilizer pesticides, fungicides hormones &
maintaining the plants uo to three months as Jasud
71 Bowing and developing flowering plants grown in 60.00 No. 75.75
nusery having approximate height 4 to 5 ft or Height
ad per Landscaps Plan with natural growith and
nature colour planted in alump of soil packed in
polithyline bag or Earthern pot. Including organic &
chemical fertilizer pesticides, fungicides hormones &
maintaining the plants uo to three months as Croton
72 Bowing and developing flowering plants grown in 370.00 No. 10.10
nusery having approximate height 4 to 5 ft or Height
ad per Landscaps Plan with natural growith and
nature colour planted in alump of soil packed in
polithyline bag or Earthern pot. Including organic &
chemical fertilizer pesticides, fungicides hormones &
maintaining the plants uo to three months as
deserted green mahindi
Item Description of Item Quantity Unit Rate In Amount
73 Bowing and developing flowering plants grown in 80.00 No. 15.15
nusery having approximate height 4 to 5 ft or Height
ad per Landscaps Plan with natural growith and
nature colour planted in alump of soil packed in
polithyline bag or Earthern pot. Including organic &
chemical fertilizer pesticides, fungicides hormones &
maintaining the plants uo to three months as
deserted New block ficus.
74 Labour charges for planting various plantsafter 640.00 No. 40.40
proper anti termite treatment in pits including
placing property and filling the pit with requred
prepared mix soil and wetering and dispporting etc
75 Maintance of the garder for 60 days after Complition 1.00 Job. 10100.00
of 3 month stipulated period is completed for
plantation o lawn and plants including applying
second round of proper antitermite tretment.
76 Providnig and fixing to wall ceiling and floor 80 150.00 Rmt 447.72
Schedule Syntex / Astra (CPCV) or equivalent of the
following nominal bore tube fittings and clamps the
wall ceiling and floor (C) 40 mm
77 Providing and fixing consealed to wall, ceiling and 50.00 Rmt 208.80
floor 80 Schedule Syntex / Astral (CPVC) or
equivalent brand of the following nominal bore tube
fittings and clamps including Making goods the wall
ceilling and floor (A) 20 mm
78 Providing and fixing brass screw doen stop cock (A) 4.00 Rmt 287.85
79 Rubber Hose pope 15 mm dia of approved brand and 100.00 Rmt 25.25
80 Providnig and fixing G I Nipple as directed. 4.00 No. 20.20
I/We am/are willing to carry out the work at………………….% above/below percent(Should be written in
figures and words) of the estimated rate mentioned above. Amount of my /our
Tender works out as under.
Estimated amount put to tender Estimated amount put to tender
Deduct………% below Add………% Above
In words In words
The Contractor shall exhibit a board with detailed specification and details of work as directed by the
1 Engineer-In-Charge for which no extra payment shall be made.
2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3 Income tax TDS will be deducted at a source while making payments of bills
In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.:
PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C.
4 items where there is a change as per actual mix design the cost of difference of cement consumption
have been deducted from the rate of original item at the rate of input rate i.e. 6176/- per mt.
mentioned in all the tender.
Item Description of Item Quantity Unit Rate In Amount
Deputy Executive Engineer Executive Engineer
Chikhli ( R & B ) Sub Division Navsari ( R & B ) Division
Chikhli Navsari
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details.html
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1. SBD - Science College Laboratory Khergam.pdf
1.1 GR.pdf
2. BOQ - Science College Laboratory Khergam.pdf
3. Specification - Science College Laboratory Khergam.pdf
4. Building-Specification Booklet.pdf
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