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Tender Value
₹7.9 L
EMD Value
₹7,928
Closing Date
12 Jun 2026, 7:00 pm7d left
Executive Engineer, Anand Agriculture University, Anand -388110
REPAIRING AND RENOVATION OF LABORATORY AND DEVELOPMENT PROCESSING UNIT AT AAU, VASO.
309503
Nivida-02 OF 2026-27
Open
Civil Works - Buildings
Anand
15 documents required · 15 mandatory
₹900
Anand
₹7,928
29 May 2026
29 May 2026
29 May 2026
12 Jun 2026
29 May 2026
ANAND AGRICULTURAL UNIVERSITY, ANAND.
NAME OF WORK: REPAIRING & RENOVATION OF LABORATORY AND DEVELOPMENT
PROCESSING UNIT AT AAU, VASO.
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
1 EXCAVATION for foundation UP TO 1.50m DEPTH 25.90 Cu.m 115.92 117.08
including sorting out and stacking of useful materials
and disposing of the excavated stuff for all lead and
lift for loose or soft soil etc., complete as directed by
2 EXCAVATION for foundation FROM 1.50m to 3.00m 10.10 Cu.m 128.52 129.81
DEPTH including sorting out and stacking of useful
materials and disposing of the excavated stuff for all
lead and lift for loose or soft soil etc., complete as
directed by E.I.C.
3 Providing and laying CEMENT CONCRETE 1:3:6 (1 6.30 Cu.m 2976.00 3005.76
cement : 3 coarse sand : 6 hand broken stone
aggregates 40mm nominal size) and curing
consolidation with rammers complete excluding cost
of form work in Plinth … etc., complete as directed by
4 Providing & laying ordinary CEMENT CONCRETE 1 : 3.55 Cu.m 6613.83 6679.97
1½ : 3 (1 Cement : 1½ Coarse sand : 3 stone
aggregate 20mm nominal size kapchi) including the
cost of necessary formwork, compacting with vibrator,
curing,centering & shuttering in true line and level etc.
but excluding cost of reinforcement in RCC work for
FOOTING and COLUMN UP TO PLINTH for any
type of cross sectional area ... etc., complete as
directed by E.I.C.
5 Providing & laying ordinary CEMENT CONCRETE 1 : 2.70 Cu.m 6050.74 6111.25
1½ : 3 (1 Cement : 1½ Coarse sand : 3 stone
aggregate 20mm nominal size kapchi) including the
cost of necessary formwork, compacting with vibrator,
curing & shuttering in true line and level etc. but
excluding cost of reinforcement in RCC work for
GROUND BEAM & PLINTH BEAM for any type of
cross sectional area... etc., complete as directed by
6 Providing & laying ordinary CEMENT CONCRETE 1 : 4.85 Cu.m 4025.83 4066.09
2 : 4 (1 Cement : 2 Coarse sand : 4 stone aggregate
20mm nominal size kapchi) including the cost of
necessary formwork, compacting with vibrator, curing,
centering & shuttering in true line and level etc. but
excluding cost of reinforcement in RCC work for
PLINTH SLAB for any thickness ... etc., complete as
directed by E.I.C.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 1 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
7 Providing and FILLING AVAILABLE EXCAVATED 35.95 Cu.m 129.10 130.39
EARTH (excluding rock) in trenches of plinth, sides of
foundations… etc., in layers not exceeding 20 cm in
depth consolidating each deposited layer by ramming,
watering and dressing the top surface etc.., complete
as directed by E.I.C.
8 FILLING in plinth and foundation with MURRUM OR 13.50 Cu.m 279.23 282.02
SELECTED SOIL in layers not exceeding 20cm in
depth consolidating each deposited layer by ramming,
watering, consolidating and dressing the top
surface… etc., complete as directed by E.I.C.
9 Providing and laying and constructing BRICK WORK 12.40 Cu.m 3981.21 4021.02
using common burnt clay building conventional brick
having crushing strength not less than 35 Kg/Sq.cm.
IN FOUNDATION AND PLINTH in cement mortar 1:6
(1 cement : 6 fine sand) in true line and level
including curing, scaffolding, rackingout the joints...
etc. complete as directed by E.I.C.
10 Providing & laying ordinary CEMENT CONCRETE 1 : 1.55 Cu.m 10882.64 10991.47
1½ : 3 (1 Cement : 1½ Coarse sand : 3 stone
aggregate 20mm nominal size kapchi) including the
cost of necessary formwork, compacting with vibrator,
curing, centering & shuttering in true line and level
etc. but excluding cost of reinforcement in RCC work
for COLUMNS for cross sectional area between
0.08 to 0.12 sqm... etc., complete above Plinth level
upto floor Two level as directed by E.I.C.
11 Providing & laying ordinary CEMENT CONCRETE 1 : 0.20 Cu.m 10922.04 11031.26
1½ : 3 (1 Cement : 1½ Coarse sand : 3 stone
aggregate 20mm nominal size kapchi) including the
cost of necessary formwork, compacting with vibrator,
curing, centering & shuttering in true line and level
etc. but excluding cost of reinforcement in RCC work
for COLUMNS for cross sectional area between
0.08 to 0.12 sqm... etc., complete from floor Two
level to Three level as directed by E.I.C.
12 Providing & laying ordinary CEMENT CONCRETE 1 : 1.75 Cu.m 8907.25 8996.32
1½ : 3 (1 Cement : 1½ Coarse sand : 3 stone
aggregate 20mm nominal size kapchi) including the
cost of necessary formwork, compacting with vibrator,
curing, centering & shuttering in true line and level
etc. but excluding cost of reinforcement in RCC work
for BEAMS for cross sectional area 0.05 to
sqm... etc., complete above Plinth level to floor Two
level as directed by E.I.C.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 2 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
13 Providing & laying ordinary CEMENT CONCRETE 1 : 0.25 Cu.m 4958.86 5008.45
1½ : 3 (1 Cement : 1½ Coarse sand : 3 stone
aggregate 20mm nominal size kapchi) including the
cost of necessary formwork, compacting with vibrator,
curing, centering & shuttering in true line and level
etc. but excluding cost of reinforcement in RCC work
for SILL for any cross sectional area......... etc.,
complete above Plinth level upto floor Two level as
directed by E.I.C.
14 Providing & laying ordinary CEMENT CONCRETE 1 : 0.35 Cu.m 4998.26 5048.24
1½ : 3 (1 Cement : 1½ Coarse sand : 3 stone
aggregate 20mm nominal size kapchi) including the
cost of necessary formwork, compacting with vibrator,
curing, centering & shuttering in true line and level
etc. but excluding cost of reinforcement in RCC work
for SILL for any cross sectional area... etc., complete
from floor Two level to floor Three level as directed by
15 Providing & laying ordinary CEMENT CONCRETE 1 : 0.65 Cu.m 10516.75 10621.92
1½ : 3 (1 Cement : 1½ Coarse sand : 3 stone
aggregate 20mm nominal size kapchi) including the
cost of necessary formwork, compacting with vibrator,
curing, centering & shuttering in true line and level
etc. but excluding cost of reinforcement in RCC work
for LINTEL for any cross sectional area... etc.,
complete above Plinth level upto floor Two level as
directed by E.I.C.
Providing and laying CEMENT CONCRETE 1:1½:3
(1 cement : 1½ coarse sand : 3 grade stone
aggregates 20mm nominal size) for reinforced
concrete CHHAJJA / SHELVES having all thickness
above Plinth level to floor Two level including
finishing the exposed surface with CM 1:3 (1 cement :
3 fine sand) to give a smooth and even surface
centering and formwork, consolidating with vibrator
and curing complete excluding cost of Reinfocement
etc complete. as directed by E.I.C.
17 Providing & laying ordinary CEMENT CONCRETE 1 : 3.00 Cu.m 6118.89 6180.08
1½ : 3 (1 Cement : 1½ Coarse sand : 3 stone
aggregate 20mm nominal size kapchi) including the
cost of necessary formwork, compacting with vibrator,
curing, centering & shuttering in true line and level
etc. but excluding cost of reinforcement in RCC work
for SLAB for thickness more than 10 cms and up to
13 cms... etc., complete above Plinth level to floor
Two level as directed by E.I.C.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 3 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
18 P/L T.M.T. bar reinforcement 500D (Tata tisco, 2139.40 Kg. 75.46 76.21
kamdhenu, Nilkanth, National, Gallent, NRE, Vinayak,
Germen) for R.C.C. work including cutting bending
binding with binding wire and placing in position From
Foundation level to floor Two level etc complete as
directed by EIC and as per detail drawings.
19 P/L T.M.T. bar reinforcement Fe 500D (Tata tisco, 67.70 Kg. 76.45 77.21
kamdhenu, Nilkanth, National, Gallent, NRE, Vinayak,
Germen) for R.C.C. work including cutting bending
binding with binding wire and placing in position from
floor Two level to floor Three level etc complete as
directed by EIC and as per detail drawings.
20 Providing and lyaing BRICK WORK using common 5.80 Cu.m 4246.86 4289.33
burnt clay building conventional brick having crushing
strength not less than 35 Kg/Sq.cm. above Plinth
level to floor Two level in cement mortar 1:6 (1
cement : 6 fine sand) in true line and level including
curing, scaffolding, rackingout the joints... etc.
complete as directed by E.I.C.
21 Providing and lyaing BRICK WORK using common 0.95 Cu.m 4286.65 4329.52
burnt clay building conventional brick having crushing
strength not less than 35 Kg/Sq.cm. from floor Two
level to floor Three level in cement mortar 1:6 (1
cement : 6 fine sand) in true line and level including
curing, scaffolding, rackingout the joints... etc.
complete as directed by E.I.C.
22 Providing and lyaing HALF BRICK WORK using 4.90 Sq.m 645.22 651.67
common burnt clay building conventional brick having
crushing strength not less than 35 Kg/Sq.cm. from
Plinth level to floor Two level in cement mortar 1:4 (1
cement : 4 fine sand) in true line and level including
curing, scaffolding, rackingout the joints... etc.
complete as directed by E.I.C.
23 Providing 20mm thick double coat MALA CEMENT 52.35 Sq.m 299.68 302.68
PLASTER on interior brick / concrete work for
plastering on walls above Plinth level to floor Two
level comparising of base coat of 12mm thick cement
plaster in CM 1:4 (1 cement: 4 coarse sand) in rough
finishing and 8mm thick top coat of CM 1:2 (1
cement: 2 coarse sand) finished with trovel including
scaffolding, curing and providing & fixing 150mm wide
strip of chicken net at vertical and horizontal joints of
RCC and masonary... etc., complete as directed by
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 4 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
24 INTERNAL PLASTER: 10.45 Sq.m 278.45 281.23
Providing & applying 15mm THICK CEMENT
PLASTER in single coat on fair side of brick or
concrete wall for interior / exterior plastering from
floor Two level to floor Three level finished even and
smooth in CM 1:4 (1 Cement : 4 Sand) including
finishing with floating coat of neat cement slurry
including necessary curing, scaffolding in true line
and level including providing & fixing 150mm wide
strip of chicken net at vertical and horizontal joints of
RCC and masonary... etc., complete as directed by
25 Providing 20mm thick double coat MALA CEMENT 21.70 Sq.m 267.75 270.43
PLASTER on interior brick / concrete work for
plastering on ceiling surfaces above Plinth level to
floor Two level comparising of base coat of 12mm
thick cement plaster in CM 1:4 (1 cement: 4 coarse
sand) in rough finishing and 8mm thick top coat of
CM 1:2 (1 cement: 2 coarse sand) finished with trovel
including scaffolding, curing... etc., complete as
directed by E.I.C.
26 Providing & applying 20mm THICK SAND FACED 92.60 Sq.m 376.19 379.95
CEMENT PLASTER using wooden Gutki on wall
upto all height from ground level consisting of 12mm
thick backing coat of CM 1:3 (1 cement : 3 sand) and
8mm thick finishing coat of CM 1:1 (1 cement :
sand) including curing, necessary scaffolding in true
line and level including providing & fixing 150mm wide
strip of chicken net at vertical and horizontal joints of
RCC and masonary… etc., complete as directed by
27 Providing and laying cement VATA (10cm x 10cm 20.75 Ru.m 23.45 23.68
size) quarter round in cement mortar 1:1 including
neat cement finishing, watering etc.. compete as
directed by E.I.C.
28 Providing THROATING or plaster drip and moulding 12.20 Ru.m 40.59 41.00
to r.c.c. chajja's and plaster works in true line and
level as per detailed drawing and directed by E.I.C.
29 Providing, laying and fixing 8/10mm thick VITRIFIED 16.15 Sq.m 1236.38 1248.74
TILES (605 x 605mm agl make Carolina pink /
Jhonson 600X600 Travio / Simpolo make) flooring
over 20mm (average) flooring over 20mm (average)
base of Cement Mortar 1:6 (1 Cement, 6 coarse
sand) on new surface or fixing on existing flooring by
adhesive materials incluidng dismentalling of exiting
flooring and jointed with flush pointing & cleaning the
surface etc. complete.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 5 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
30 Providing and laying 18mm thick POLISHED 7.10 Sq.m 2596.46 2622.42
GRANITE STONE (hand cut) slab (Minimum 1.50m
long peice) Flooring of steps over 20mm (average)
thick base of cement mortar 1:6 (1 cement : 6 course
sand) laid over and jointed with grey cement slurry
including rubbing, curing, polishing and half round
moulding etc.. complete as per drawing and as
directed by E.I.C.
31 Providing and laying 40mm thick CEMENT 13.00 Sq.m 296.10 299.06
CONCRETE FLOORING (1:2:4) (1 cement: 2 coarse
sand: 4 graded stone aggregate 20mm nominal size)
laid in one layer and finished with a floating coat of
neat cement etc., complete as directed by E.I.C.
32 Providing, laying and fixing 8/10mm thick VITRIFIED 2.25 Sq.m 1130.15 1141.45
TILES (605 x 605mm agl make Carolina pink /
Jhonson 600X600 Travio / Simpolo make) in skirting
over 10mm (average) base of Cement Mortar 1:3 (1
Cement, 3 coarse sand) on new surface or fixing on
existing skerting by adhesive materials incluidng
dismentalling of exiting skerting and jointed with flush
pointing & cleaning the surface etc. complete.
33 Providing and laying 18mm thick POLISHED 3.50 Sq.m 2451.42 2475.93
GRANITE STONE (hand cut) slab (Minimum 1.50m
long) in riser of steps, skerting, Dado laid over the
base of 10mm th. of C.M. 1:3 (1 cement : 3 course
sand) and jointed with grey cement slurry including
rubbing, curing and polishing etc.. complete as per
drawing and as directed by E.I.C.
34 Providing and laying PLATFORM for Lab / Pantry 2.20 Sq.m 6622.05 6688.27
with machine cut single side polished 18mm thick
GRANITE STONE including making gissi in brick wall
and fixing the sized polished Granite stone pieces
sandwich type in vertical position and in top position,
single polished Granite stone horizontal & vertical
facia, double side polished granite stone shelves in
50% bay including half round moulding, filling gap
with cement putty and cement mortar etc., complete,
in true line and level as per detailed drawing and
directed by E.I.C.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 6 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
35 Providing and fixing 30mm thick Both Side Laminated 4.55 Sq.m 4520.61 4565.82
Water Proof FLUSH DOOR shutters of
Archid/Anchor/Green Ply make including first class
hardwood and cross band, block board core with
plywood face panels, 6mm thick batten patti all
around the shutter including 1mm thk. laminate on
both the side including S.S. AISI 304 grade fixtures of
Kich make (1) S.S. Hinges without bearing
125x62x2mm - 4 no.s, (2) S.S. Tower Bolt flat 150mm
- 1 no.s, (3) S.S. Handle 2mmx150mm - 2 no.s, (4)
S.S. Aldrop combi. of satin & glossy finish 16mm dia.
x 250mm - 2 no.s with necessary screws including
providing and applying primer coat Asian / Berger
make and two coats of oil painting of Asian / Berger
make to edges of flush door shutter etc. complete as
per detail drawings and as directed by E.I.C.
36 Providing & fixing 18mm thick GRANITE STONE 6.85 Sq.m 3528.42 3563.70
single or sandwhich type at door / window sill, jams,
sofit, Urinal partition etc. fixing with CM 1:2 (1
cement: 2 coarse sand), Araldite and screws if
necessary including mirror polishing and making
quarter round moulding on both the sides, making
gissi in wall / RCC for resting and finishing with colour
cement etc. complete as directed by E.I.C.
(Measurement shall be done as per each & every
stone used with its length & width)
37 Providing and fixing fully glazed 15 micron colour 2.65 Sq.m 4279.02 4321.81
anodized Aluminium THREE TRACK SLIDING
WINDOW (2 shutters of Glass & 1 shutter of
mosquito net zali) with fix Glazing using Aluminum
Section of “Jindal Aluminium Ltd.,” with 3 track bottom
track top and side 21517 (92.00x31.75x2.00 @
kg/m) including sliding shutter having top and bottom
handle side section 21515 (18.00x40.00x2.00 @
0.696 kg/m), inter lock section
(18.00x40.00x2.00 @ 0.817 kg/m) with 6mm thick
plain glass Modi / Saint gobain, SS 304-15 mesh x27
gauge Mosquito net fixing with C channel (3/4)
(Alluminium) including wall fixtures and fastening with
EPDM Jumbow rubber glass seal, glass wool, S.S.
concealed lock, TPI bearing, aluminium cleats, Silicon
sealant, screw and nails also painted/powder coated
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 7 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
38 Providing and fixing M.S. GRILL of required pattern 52.50 Kg 105.14 106.20
(Fixed / Openable) at balcony, in window frames, in
RCC, in Masonry etc. with M.S. flats at required
spacing and frame all around, square or round bars
with round headed bolts & nuts or by screws at all
heights including welding, grinding, fixing in position,
applying ready mixed red lead priming coat and
painting two coats of Synthetic enamel paint of
asian/berger make etc., complete as per detailed
drawing and directed by E.I.C.
39 Providing and fixing handle operated ROLLING 4.40 Sq.m 5424.34 5478.58
SHUTTERS of approved make made of 80mm wide
M.S. laths inter-locked toghether through their entire
length and jointed together at the ends by end locks
mounted on specially designed pipe shaft with
bracket plates, guids channels and arrangement for
inside and outside locking with push-pull operation
including the cost of hood cover and spring, handle
operated bearing gear set, applying ready mixed red
lead priming coat and painting two coats of Synthetic
enamel paint of approved make etc.. complete as
directed by E.I.C.
40 Providing & Applying (two coats) of Birla or Asian 52.35 Sq.m 118.31 119.49
acrylic LAPY (PUTTY) and two coats of primer of
approved brand and manufacture and two coats of
PLASTIC EMULSION PAINT of Asian/Berger on
internal wall surafce of required shade approved by
enginner incharge and to give an even shade
including thoroughly brushing the suraface to remove
all dirts, dust & remains of loose powedered materials
& mortar durt and sand papered smooth including
necessary scaffolding, etc.. complete as directed by
E.I.C. complete as directed by E.I.C.
41 Providing & Applying (two coats) of Birla or Asian 21.70 Sq.m 123.52 124.76
acrylic LAPY (PUTTY) and two coats of primer of
approved brand and manufacture and two coats of
PLASTIC EMULSION PAINT of Asian/Berger on
internal ceiling surafce of required shade approved by
enginner incharge and to give an even shade
including thoroughly brushing the suraface to remove
all dirts, dust & remains of loose powedered materials
& mortar durt and sand papered smooth including
necessary scaffolding, etc.. complete as directed by
E.I.C. complete as directed by E.I.C.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 8 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
42 Providing, applying and finishing wall with two coats 111.25 Sq.m 113.40 114.53
of ASIAN, APEX ULTIMA PAINT/Berger on
exteranal wall surafce of required shade approved by
enginner incharge and to give an even shade one
(base) coat of primer including thoroughly brushing &
brooming the suraface to remove all dirts, dust &
remains of loose powedered materials & mortar durt
including necessary scaffolding, curing etc.. complete
as directed by E.I.C.
43 Providing and laying white glazed tiles equal size 19.10 Sq.m 1003.10 1013.13
pieces for CHINA MOSAIC WATER PROOFING
TREATEMENT to terrace including cleaning the
surface, Opening the cracks in 'V' groove pattern &
filling the same with cement mortar in 1:1 (1 cement:
1 sand) including brick bat bedding as to have proper
slope over a layer of CM 1:3 (1 cement: 3 sand) and
filling the joints with CM 1:1 including finishing the top
surface with 20mm equal size white glazed tiles
pieces including roung shape vata, with filling white
cement in joints, using chemical water proofing as per
mfg., specification & standards with cleaning top
surface using acid including drip moulding at the
junction of vata & plaster etc.. complete as directed
44 Carring out plinth treatment to post 39.50 Sq.m 123.05 124.28
construction/existing structure by spraying chemical
solution for TERMITE CONTROL TREATMENT
including labour and material consistant with I.S.I.
specification. Using Chlordene and chiorpurfiles
EC. as per 6131_paret-II consentration weight one
percent is recommended i.e. one litre 20 EC chemical
emulsion with 19 litre give 1% concentration inclusive
of one litre chemical emulsion appiciation at the rate
of 5 Litre chemical / Sq.m of surface is recommended
as per I.S. etc. complete as directed by EIC.
45 Fixing the new reinforcement having 12mm dia. with 10.00 No. 203.26 205.29
existing concreting with REBARING including boring
holes of appropriate dia. and a depth of 150mm in
concrete, cleaning the holes, fitting the reinforcement
in possition and fill up FISCHER chemical in the
remainng gap in proper manner etc. complete as
directed by EIC. (Reinforcement will be paid
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 9 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
46 Providing, laying and jointing (to level or slopes) 11.30 Ru.m 414.36 418.50
110mm internal dia. rigid PVC pipes of working
pressure 6 kg/sq.cm for RAIN WATER (FINOLEX /
SUPREME / DUTRONE / ASTRA) fitted in walls
including necessary fitting such as bends, tees,
clamps at interval of 2m c/c, door T, rubber packing
ring etc. including jointing with adhesive solvent
cement including cost of jointing materials and all
other necessary fixtures, fitting air and water tight
testing the line including cutting and making floors
and walls as per original/good enough if require....
etc., complete. as directed by E.I.C.
47 Dismentalling work of compound wall (Brick work, 1.00 Job 3000.00 3030.00
plastering work, MS grill etc) including stacking of
serviceable material and disposal of unserviceable
material from site of work with all lead and lift etc.
compeleted as directed by EIC.
48 Providing and fixing FULLY-GLAZED 2 TRACK 2.15 Sq.m 1696.73 1713.70
ALLUMINUM SLIDING DOOR BELOW PLATFORM
having extruded alluminum colour anodized section
frame main outer size 63.50mmx38.10mmx1.95mm
(of Jindal section no: 4605 @ wt. of 1.094 kg/rum),
horizontal two track member size
61.85mmx31.75mmx1.20mm (of Jindal section no:
8687 @ wt. of 0.695 kg/rum), vertical member of size
61.85mmx31.75mmx1.30mm (of Jindal section no:
8758 @ wt. of 0.659 kg/rum) with sliding shutters of
horizontal member size 40mmx18mmx1.29mm (of
Jindal section no: 8949 @ wt. of 0.456 kg/rum),
vertical member size 40mmx18mmx1.29mm (of
Jindal section no: 8947 @ wt. of 0.456 kg/rum,
section 8948 @ wt. 0.457 kg/rum) with 5mm thick
transparent bronze colour tinted float glass with
powder coated alluminum fittings & fixtures and
transparent silicon sealent glass fixing to frame as
per details etc., complete as directed by E.I.C.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 10 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
49 Providing and fixing openable / sliding DOOR WITH 31.60 Sq.m 2580.21 2606.01
PARTITION using Banco make colour anodizing
Aluminum section with single partition member
double partition member 202855/HH (63.50 x 38.00 x
2mm, wt. 1.13 kg/m), door frame 202901( 63.5 x
x 3mm, wt. 1.84 kg/m), door shutter lock rail
(101.60 x 44.45 x 2.1mm, wt. 1.80 kg/m), door shutter
door shutter bottom 202880 (83.50 x 44.45 x 2.20mm,
wt. 1.50 kg/m), door shutter hinges side & handle
member 202876/H (46 x 44.45 x 1.90mm thick @
1.10Kg/mt), glazing clip 10524/M (19.00 x 17.20 x
0.85mm, wt. 0.12 kg/m) with jumbow rubber glass
seal, glass wool beading, 5mm ground glass saint
gobban / modigaurd, 3mm Aluco sheet of Flexi bond
make (2nos), 300mm brass aldrap (sumit), 8mm x
200mm brass stoper (sumit, 1no.). 125 x 31 x 4mm
door setmake brass hinges (4 nos), 300mm size SS
handles, Door closer Godrej LKYGDC680, Hanging
channel set for sliding door, weather silicon sealent at
periphery, screw & nails also painted/powder coated
etc complete as per directed by E.I.C.
TOTAL COST OF CIVIL WORKS
Sign of contractor Executive Engineer,
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 11 of
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details.html
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NIVIDIA-2 online-E-Tender - 2026-27.pdf
Affidavit.pdf
Bank Certificate.pdf
Bid Capacity.pdf
Undertaking.pdf
SBD Vaso.pdf
102A. GENERAL SUMMURY.pdf
102B. SCHEDULE-B (CIVIL and PLUMBING).pdf
102C. SCHEDULE-B (ELECTRIC).pdf
103. SPECIFICATION INDEX.pdf
104A. GENERAL CONDITION FOR CIVIL.pdf
104B. GENERAL CONDITION FOR ELECTRICAL.pdf
107. SPECIFICATION (VOL. II).pdf
108. ANNEXTURE-A.pdf
109. DETAIL REGARDING.pdf
110A. GROUND FLOOR PLAN.pdf
110B. TERRACE FLOOR PLAN.pdf
110C.OPENING SCHEDULE.pdf
110D. FRONT and RIGHT SIDE ELEVATION.pdf
110E.LEFT and BACK SIDE ELEVATION.pdf
110F.SECTION AT A-A and B-B.pdf
110G.SECTION AT C-C.pdf
101B. LIST OF MATERIALS FOR TENDERS.pdf
101C. LIST OF MATERIALS FOR TENDERS (ELECTRIC).pdf
101D. Agreement.pdf
101E. declaration of contractor.pdf
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