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₹2.8 Cr
EMD Value
₹2.8 L
Closing Date
12 Jun 2026, 7:00 pm7d left
Executive Engineer, Anand Agriculture University, Anand -388110
CONSTRUCTION OF FARMERS HOSTEL AND TRAINING FACILITY UNDER RKVY AT A.A.U., KVK, ARNEJ.
309466
Nivida-02 OF 2026-27
Open
Civil Works - Buildings
Anand
17 documents required · 17 mandatory
₹3,600
Anand Agricultural University Fund Account – Anand
₹2.8 L
29 May 2026
29 May 2026
29 May 2026
12 Jun 2026
29 May 2026
NAME OF WORK: CONSTRUCTION OF FARMERS HOSTEL AND TRAINING FACILITY
UNDER RKVY AT A.A.U., KVK, ARNEJ.
GENERAL SUMMERY SHEET
SUMMERY COST REMARK
1 Total Civil Cost 24,938,978.47 …(A)
2 Total Plumbing / Drainage Cost 1,105,020.65 …(B)
3 Total Electrification Cost 1,550,583.90 …(C)
4 TOTAL PROJECT COST (A) + (B) + (C) Rs. 27,594,583.00 …(D)
(Rupees Two Crore Seventy Five Lakhs Ninety Four Thousand Five Hundred Eighty Three only.)
1. Labour will not be allowed to stay in campus except watchman & his family only.
ટ ડર ભરનાર ઠકદાર માટ ખાસ ુ ના ( Special Condition (GST) )
ુ -બીમાં દશાવેલ દર સને-૨૦૨૪-૨૫ ના SOR જ
૧. સદર શીડ લ ુ બ GST િસવાયના દરો લા ુ પાડવામાં આવેલ છે .
થી ટ ડર ભરતી વખતે GST િસવાયના દરો ખાસ યાને લેવાના રહશે.
GST ું કુ વ ંુ કરવામાં આવશે અને કો ાકટર GST ભરપાઇ કયા બાદ GSTR-1 અને GSTR-3Bની નકલો
કચેર માં ર ુ કરવાની રહશે અને GST ભરપાઇ કયા ું માણપ લેટર પેડ ઉપર આપવા ું રહશે. સરકાર ીમાં GST
૩. GST નંબર ધરાવતા ન હોય તેવા કો ાકટરને અલગથી GST ંુ કુ વ ંુ કરવામાં આવશે ન હ.
૪. સરકાર ીના ધારાધોરણ જુ બ ર% GST-TDS એજ સીના બીલમાંથી કપાત કરવામાં આવશે.
I / We here by agree to carryout and complete the above mentioned work at _____________________% (In Figure)
_______________________________ percentage (In Words) above / bellow than the rates of items mentioned in
Schedule - B enclosed here with.
Contractor's signature Executive Engineer
Date: Anand Agricultural University,
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 1 of
ANAND AGRICULTURAL UNIVERSITY, ANAND.
NAME OF WORK: CONSTRUCTION OF FARMERS HOSTEL AND TRAINING FACILITY
UNDER RKVY AT A.A.U., KVK, ARNEJ.
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 0.00 Cu.m 115.92 0.00
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 0.00 Cu.m 128.52 0.00
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 filling RUBBLES including hand 0.00 Cu.m 1083.58 0.00
packing and filling interstices with quarry spalls for
foundation base including compacting etc. complete
as directed by E.I.C.
4 Providing and laying CEMENT CONCRETE 1:3:6 (1 62.15 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
5 Providing & laying CONTROLLED CEMENT 299.40 Cu.m 4331.00 4374.31
CONCRETE M.250 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 FOOTING for any
type of cross sectional area... etc., complete as
directed by E.I.C.
6 Providing & laying CONTROLLED CEMENT 24.00 Cu.m 7571.29 7647.00
CONCRETE M.250 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 COLUMN UPTO
PLINTH for any type of cross sectional area... etc.,
complete as directed by E.I.C.
7 Providing & laying CONTROLLED CEMENT 49.40 Cu.m 6167.01 6228.68
CONCRETE M.250 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 BEAMS
& PLINTH BEAM for any type of cross sectional
area... 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.)
8 Providing & laying CONTROLLED CEMENT 70.75 Cu.m 4484.72 4529.57
CONCRETE M.200 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 PLINTH SLAB for
any thickness... etc., complete as directed by E.I.C.
9 Providing and FILLING AVAILABLE EXCAVATED 1802.10 Cu.m 129.10 130.39
EARTH (excluding rock) with in all lead and lift in
entire campus or 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.
10 FILLING in plinth and foundation with MURRUM OR 755.80 Cu.m 286.20 289.06
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.
11 Providing and laying and constructing BRICK WORK 44.30 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.
12 Providing & laying CONTROLLED CEMENT 24.75 Cu.m 7571.29 7647.00
CONCRETE M.250 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 COLUMNS for any
type of cross sectional area... etc., complete above
plinth level upto floor two level as directed by E.I.C.
13 Providing & laying CONTROLLED CEMENT 24.75 Cu.m 7611.14 7687.25
CONCRETE M.250 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 COLUMNS for any
type of cross sectional area... etc., complete from
floor Two level to Three level as directed by E.I.C.
14 Providing & laying CONTROLLED CEMENT 24.75 Cu.m 7650.99 7727.50
CONCRETE M.250 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 COLUMNS for any
type of cross sectional area... etc., complete from
floor Three level to Four 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.)
15 Providing & laying CONTROLLED CEMENT 8.40 Cu.m 7690.84 7767.75
CONCRETE M.250 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 COLUMNS for any
type of cross sectional area... etc., complete from
floor Four level to Five level as directed by E.I.C.
16 Providing & laying CONTROLLED CEMENT 38.10 Cu.m 6139.09 6200.48
CONCRETE M.250 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 BEAM for any type
of cross sectional area... etc., complete above Plinth
level to floor Two level as directed by E.I.C.
17 Providing & laying CONTROLLED CEMENT 37.80 Cu.m 6178.94 6240.73
CONCRETE M.250 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 BEAM for any type
of cross sectional area... etc., complete from floor
Two level to floor Three level as directed by E.I.C.
18 Providing & laying CONTROLLED CEMENT 38.05 Cu.m 6218.79 6280.98
CONCRETE M.250 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 BEAM for any type
of cross sectional area... etc., complete from floor
Three level to floor Four level as directed by E.I.C.
19 Providing & laying CONTROLLED CEMENT 1.15 Cu.m 6258.64 6321.23
CONCRETE M.250 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 BEAM for any type
of cross sectional area... etc., complete from floor
Four level to floor Five level as directed by E.I.C.
20 Providing & laying CONTROLLED CEMENT 5.05 Cu.m 5517.14 5572.31
CONCRETE M.200 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 SILL with or without
projection for any type of cross sectional area... 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.)
21 Providing & laying CONTROLLED CEMENT 5.55 Cu.m 5556.99 5612.56
CONCRETE M.200 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 SILL with or without
projection for any type of cross sectional area... etc.,
complete from floor Two level to floor Three level as
directed by E.I.C.
22 Providing & laying CONTROLLED CEMENT 5.55 Cu.m 5596.84 5652.81
CONCRETE M.200 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 SILL with or without
projection for any type of cross sectional area... etc.,
complete from floor Three level to floor Four level as
directed by E.I.C.
23 Providing & laying CONTROLLED CEMENT 2.10 Cu.m 5636.69 5693.06
CONCRETE M.200 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 SILL with or without
projection for any type of cross sectional area... etc.,
complete from floor Four level to floor Five level as
directed by E.I.C.
24 Providing & laying CONTROLLED CEMENT 10.60 Cu.m 7435.00 7509.35
CONCRETE M.200 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 LINTEL for any
type of cross sectional area... etc., complete above
Plinth level to floor Two level as directed by E.I.C.
25 Providing & laying CONTROLLED CEMENT 11.90 Cu.m 7474.85 7549.60
CONCRETE M.200 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 LINTEL for any
type of cross sectional area... etc., complete from
floor Two level to floor Three level as directed by
26 Providing & laying CONTROLLED CEMENT 11.90 Cu.m 7514.70 7589.85
CONCRETE M.200 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 LINTEL for any
type of cross sectional area... etc., complete from
floor Three level to floor Four level 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.)
27 Providing & laying CONTROLLED CEMENT 0.25 Cu.m 7554.55 7630.10
CONCRETE M.200 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 LINTEL for any
type of cross sectional area... etc., complete from
floor Four level to floor Five level as directed by E.I.C.
28 Providing & laying CONTROLLED CEMENT 3.05 Cu.m 7033.23 7103.56
CONCRETE M.200 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 CHHAJJA for any
thickness... etc., complete above Plinth level to floor
Two level as directed by E.I.C.
29 Providing & laying CONTROLLED CEMENT 5.15 Cu.m 7073.08 7143.81
CONCRETE M.200 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 CHHAJJA for any
thickness... etc., complete from floor Two level to
floor Three level as directed by E.I.C.
30 Providing & laying CONTROLLED CEMENT 5.15 Cu.m 7112.93 7184.06
CONCRETE M.200 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 CHHAJJA for any
thickness... etc., complete from floor Three level to
floor Four level as directed by E.I.C.
31 Providing & laying CONTROLLED CEMENT 0.15 Cu.m 7152.78 7224.31
CONCRETE M.200 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 CHHAJJA for any
thickness... etc., complete from floor Four level to
floor Five level as directed by E.I.C.
32 Providing & laying CONTROLLED CEMENT 70.55 Cu.m 6333.05 6396.38
CONCRETE M.250 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 SLAB for any
thickness... etc., complete above Plinth level to floor
Two level as directed by E.I.C.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 5 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
33 Providing & laying CONTROLLED CEMENT 68.75 Cu.m 6372.90 6436.63
CONCRETE M.250 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 SLAB for any
thickness... etc., complete from floor Two level to
floor Three level as directed by E.I.C.
34 Providing & laying CONTROLLED CEMENT 68.75 Cu.m 6412.75 6476.88
CONCRETE M.250 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 SLAB for any
thickness... etc., complete from floor Three level to
floor Four level as directed by E.I.C.
35 Providing & laying CONTROLLED CEMENT 3.00 Cu.m 6452.60 6517.13
CONCRETE M.250 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 SLAB for any
thickness... etc., complete from floor Four level to
floor Five level as directed by E.I.C.
36 Providing & laying CONTROLLED CEMENT 3.45 Cu.m 6227.72 6290.00
CONCRETE M.250 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 STAIRCASE (waist
slab) including landing for any thickness... etc.,
complete above Plinth level to floor Two level as
directed by E.I.C.
37 Providing & laying CONTROLLED CEMENT 3.55 Cu.m 6267.57 6330.25
CONCRETE M.250 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 STAIRCASE (waist
slab) including landing for any thickness... etc.,
complete from floor Two level to floor Three level as
directed by E.I.C.
38 Providing & laying CONTROLLED CEMENT 3.55 Cu.m 6307.42 6370.49
CONCRETE M.250 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 STAIRCASE (waist
slab) including landing for any thickness... etc.,
complete from floor Three level to floor Four level as
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.)
39 P/L T.M.T. bar reinforcement 500D (Tata tisco, 45190.55 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.
40 P/L T.M.T. bar reinforcement Fe 500 / 500D (Tata 20495.05 Kg. 76.45 77.21
tisco, 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
41 P/L T.M.T. bar reinforcement Fe 500 / 500D (Tata 20540.00 Kg. 77.44 78.21
tisco, 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 Three level to floor Four level etc
complete as directed by EIC and as per detail
42 P/L T.M.T. bar reinforcement Fe 500 / 500D (Tata 2182.30 Kg. 78.43 79.21
tisco, 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 Four level to floor Five level etc
complete as directed by EIC and as per detail
43 Providing and lyaing BRICK WORK using common 87.35 Cu.m 4253.46 4295.99
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.
44 Providing and lyaing BRICK WORK using common 100.75 Cu.m 4293.25 4336.18
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.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 7 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
45 Providing and lyaing BRICK WORK using common 104.25 Cu.m 4333.04 4376.37
burnt clay building conventional brick having crushing
strength not less than 35 Kg/Sq.cm. from floor Three
level to floor Four 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.
46 Providing and lyaing BRICK WORK using common 36.40 Cu.m 4372.83 4416.56
burnt clay building conventional brick having crushing
strength not less than 35 Kg/Sq.cm. from floor Four
level to floor Five 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.
47 Providing and lyaing HALF BRICK WORK using 36.10 Sq.m 646.70 653.17
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.
48 Providing and lyaing HALF BRICK WORK using 125.75 Sq.m 652.64 659.17
common 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
1:4 (1 cement : 4 fine sand) in true line and level
including curing, scaffolding, rackingout the joints...
etc. complete as directed by E.I.C.
49 Providing and lyaing HALF BRICK WORK using 129.40 Sq.m 658.58 665.17
common burnt clay building conventional brick having
crushing strength not less than 35 Kg/Sq.cm. from
floor Three level to floor Four 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.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 8 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
50 Providing and lyaing HALF BRICK WORK using 1.10 Sq.m 664.52 671.17
common burnt clay building conventional brick having
crushing strength not less than 35 Kg/Sq.cm. from
floor Four level to floor Five 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.
51 Providing 20mm thick double coat MALA CEMENT 795.55 Sq.m 300.32 303.32
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
52 Providing 20mm thick double coat MALA CEMENT 1120.95 Sq.m 300.32 303.32
PLASTER on interior brick / concrete work for
plastering on walls from floor Two level to floor Three
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
53 Providing 20mm thick double coat MALA CEMENT 1142.00 Sq.m 300.32 303.32
PLASTER on interior brick / concrete work for
plastering on walls from floor Three level to floor Four
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: 9 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
54 Providing 20mm thick double coat MALA CEMENT 34.10 Sq.m 300.32 303.32
PLASTER on interior brick / concrete work for
plastering on walls from floor Four level to floor Five
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
55 INTERNAL PLASTER: 181.25 Sq.m 289.60 292.50
Providing & applying 15mm THICK CEMENT
PLASTER in single coat on fair side of brick or
concrete wall for interior / exterior plastering from
floor Three level to floor Four 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
56 Providing 20mm thick double coat MALA CEMENT 512.30 Sq.m 269.78 272.48
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.
57 Providing 20mm thick double coat MALA CEMENT 524.45 Sq.m 269.78 272.48
PLASTER on interior brick / concrete work for
plastering on ceiling surfaces from floor Two level to
floor Three 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.
58 Providing 20mm thick double coat MALA CEMENT 524.65 Sq.m 269.78 272.48
PLASTER on interior brick / concrete work for
plastering on ceiling surfaces from floor Three level to
floor Four 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.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 10 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
59 Providing 20mm thick double coat MALA CEMENT 19.90 Sq.m 269.78 272.48
PLASTER on interior brick / concrete work for
plastering on ceiling surfaces from floor Four level to
floor Five 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.
60 Providing & applying 20mm THICK SAND FACED 1616.95 Sq.m 339.63 343.03
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
61 Providing and laying cement VATA (10cm x 10cm 214.45 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.
62 Providing THROATING or plaster drip and moulding 385.70 Ru.m 41.25 41.66
to r.c.c. chajja's and plaster works in true line and
level as per detailed drawing and directed by E.I.C.
63 Providing, laying and fixing 8/10mm thick VITRIFIED 1203.85 Sq.m 1178.10 1189.88
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.
64 Providing and laying 18mm thick POLISHED 90.50 Sq.m 2529.34 2554.63
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.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 11 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
65 Providing, laying & fixing 300X300mm rectified ivory 145.65 Sq.m 960.47 970.07
Johnson / Simpolo make CERAMIC TILES in
flooring over 12mm (average) thick base of cement
mortar 1:3 (1 cement : 3 course sand) laid over and
finished with flush pointing in white cement slurry with
pigment to match the shade and colour of the tiles in
true line and level, curing... etc., complete as per
detailed drawing and directed by E.I.C.
66 Providing and fixing pre-cast Rubber Dye / steel Dye 29.35 Sq.m 680.10 686.90
inter locking CONCRETE BLOCK 60mm 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 levelling and filling the joint with sand in
proper line and level as per guidlines of IRC : SP 63-
2018 etc. complete as directed by EIC.
67 Providing, laying and fixing 8/10mm thick VITRIFIED 79.60 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.
68 Providing and laying 18mm thick POLISHED 34.95 Sq.m 2452.74 2477.27
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.
69 Providing and laying 8mm thick WHITE GLAZED 760.50 Sq.m 1044.23 1054.67
TILES (Blanco 300x450-Kajaria, star white 300x450-
Bonzer ,New white glaze 300x450-Somani, White
300x450-Jhonson / Simpolo make) on wall on a bed
of 12mm thick cement mortar 1:3 (1 Cement,
Coarse sand) finished with flush pointing in white
cement, curing etc complete as directed by EIC.
70 Providing and fixing 25mm thick double polished 58.85 Sq.m 509.61 514.71
hand cut GREEN KOTAH STONE PARTITION for
Cupboards & Store racks including making gissi in
brick wall and filling gap with cement slurry and
cement mortar etc. complete in true line and level as
per detailed drawing and as directed by E.I.C.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 12 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
71 Providing and laying PLATFORM for Kitchen / Lab / 9.45 Sq.m 6340.28 6403.69
Pantry 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.
72 Providing and fixing 30mm thick Both Side Laminated 188.10 Sq.m 4402.08 4446.10
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.
73 Providing and fixing MS door with grill ventilator 1.85 Sq.m 4399.70 4443.70
using 40x40x6 mm MS angle frame fixed in RCC or
brick masonary, shutter frame 30x30x3mm MS angle
with 25x5mm MS flat & 2mm thick MS plate with
necessary 16mm dia & 250mm long MS aldrap -
No.s, MS handles 150mm - 2 No.s, MS hinges
125mm - 4 No.s etc including primer coat of red oxide
and two coat white oil paint of Asian/Berger including
cleaning, brushing etc complete as per detailed
drawing and as directed by E.I.C.
74 Providing, fabricating and fixing in walls M.S. C.R.C. 87.20 Sq.m 3410.00 3444.10
Japan sheet of 18 gauge frame inside inserted as
per requirement on wall, floor, ceilling all round and
20 gauge SHUTTER for CUPBOARD as per drawing
and design with chromium plated fixtures &
fastenings, loaking arrangement including applying
red oxide priming coat and painting 2 coats of
synthetic enamel paint of Asian make approved
shade etc.. complete as directed by E.I.C.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 13 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
75 Providing & fixing 18mm thick GRANITE STONE 386.15 Sq.m 3379.58 3413.38
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)
76 Providing and fixing fully glazed 15 micron colour 159.70 Sq.m 4092.98 4133.91
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
77 Providing and fixing 15 micron colour anodized 14.95 Sq.m 1099.19 1110.18
Aluminium chanel plus PVC blades LOUVERED
GLASS VENTILATOR of Jindal / equivalent make
having 6 blades and vertical intermediate partition
section S4858 (100.00x25.00x1.50 @ 0.988 kg/m) if
width of ventilator exceeds 600mm, 4mm thick frosted
or obscurd on one side glass of Modi/Saint gobain
make including fixtures & fastenings, aluminum
cleats, silicon sealents, screws and nails also painted
/ powder coated etc. complete. as per detail drawing
and as directed by the EIC.
78 Providing and fixing fully glazed 15 micron colour 14.95 Sq.m 2397.03 2421.00
anodized Aluminium FIXED MOSQUITO NET
SHUTTERS using Aluminum Section of “Jindal
Aluminium Ltd.,” with outer periphery section
(18.00x40.00x2.00 @ 0.696 kg/m), intermediate
section 20567 (18.80x50.00x1.50 @ 0.601 kg/m) with
SS 304-15 mesh x27 gauge Mosquito net fixing with
C channel (3/4) (Alluminium) including wall fixtures
and fastening, aluminium cleats, Silicon sealant,
screw and nails also painted/powder coated etc.
complete. as per detail drawing and as directed by
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 14 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
79 Providing and fixing M.S. GRILL of required pattern 2840.90 Kg 105.12 106.17
(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.
80 Providing, making and fixing STEEL WORK Welded 1009.00 Kg 128.94 130.23
in build up sections (ISA, C, T, I, Rectangular /
circular pipe, Bar, flats, plates etc.) in trusses and
trussed purlins including principal tie, rafters, struts &
slings members connected with Gusset plats, base
plate, bearing plate, cleat angles and the like and in
railling / openable gate with locking arrangement
including cutting, hoisting, fixing in possition, applying
ready mixed red lead priming coat and painting two
coats of Synthetic enamel paint of asian/berger make
in true line and lvl. as per detailed drawing etc.
completed as directed by E.I.C.
81 Providing and fixing S.S. (16 Guage ASIS 304 grade) 36.45 Ru.m 4295.31 4338.26
PIPE RELLING of 0.90m height as pattern shown in
drawings at STAIRCASE with anchoring 0.075m in
RCC or masonry including 50mm dia. SS pipe as
hand rail, 32x32mm SS pipe as vertical support and
No.s - 16mm dia. SS pipe as intermediate horizontal
member including welding, grinding, fixing in position
with necessary fixtures and fastenings (25mm
bracket, base SS cap 50mm dia. hole, base SS cap
32x32mm hole, SS pipe cap 16mm hole & 16mm
long) and polishing etc. complete as per detailed
drawings & directed by E.I.C.
82 Providing & Applying (two coats) of Birla or Asian 2645.75 Sq.m 118.63 119.82
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.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 15 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
83 Providing & Applying (two coats) of Birla or Asian 1457.00 Sq.m 123.99 125.23
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.
84 Providing, applying and finishing wall with two coats 2369.20 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.
85 Providing and laying white glazed tiles equal size 476.05 Sq.m 1003.30 1013.33
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
86 Providing & applying CHEMICAL WATER 248.10 Sq.m 354.56 358.11
PROOFING treatment to the terrace including
Surface cleaning: All surface shall be thoroughly
cleaned with mechanical means or wire brush to
remove dust dirt & all loose portion from the surface
of terrace & parapet wall & wash with water. Surface
preparing: All cracks will be opened in V-shape &
sealed wirh Dr Fixit Crack X Paste & any patch work
will be repaired with polymer modified mortar,
providing and applying two coat of Dr.Fixit pidifine 2K
on entire inside area of sunk. Two coat of Dr.fixit
pidifine 2K(10 kg Powder + 5 lit Liquid) shall be
applied on ready surface in vertically & horizontally
direction which is brsh applied waterproofing coating
& provides excellent impermeable coating & flexible
enough to take care of minor cracks in concrete &
plaster & good adhesion with cementitious surfaces
etc. completed by EIC.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 16 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
87 Providing & applying CHEMICAL WATER 111.95 Sq.m 367.13 370.80
PROOFING treatment to the terrace / sunk slab
including cieaning the surface opening the creaks in "
V " grooves pattened filling the same water proof
cement mortar 1:1(1 cement, 1 sand ) including B.B
as directed to have proper slope over a layer of C.M.
1:1 (1 cement, 1 sand) including finishing the top
surface with 15mm. thick water proof cement plaster
in C.M. (1:3) (1 cement, 3 sand) and finishing with a
floating coat of neat cement slurry using chemical
water proofing compound as per manufactures
specifications and standard specifications as per
indian Water proofing or equivalent including curing
its with specified period as directed and thickness to
very between 75 mm x 100 mm to have proper slope
and gradient including vata of 100 mm x 100 mm size
on with drip mould inside periphery of the parapet /
beam in C.M. 1:1 (1 cement , 1 sand ) etc. completed
88 Providing & Laying CINDER FILLING in Sunk slab 30.40 Cu.m 1111.00 1122.11
including compacting manually with rammer and
finishing true line & level at all floor level etc..
complete as directed by E.I.C.
89 Providing and laying CEMENT CONCRETE 1:3:6 (1 5.60 Cu.m 3055.70 3086.26
cement : 3 coarse sand : 6 hand broken stone
aggregates 40 mm nominal size) and curing
consolidation with rammers complete excluding cost
of form work from floor Two level to floor Three level
etc., complete as directed by E.I.C.
90 Providing and laying CEMENT CONCRETE 1:3:6 (1 5.60 Cu.m 3095.55 3126.51
cement : 3 coarse sand : 6 hand broken stone
aggregates 40 mm nominal size) and curing
consolidation with rammers complete excluding cost
of form work from floor Three level to floor Four level
etc., complete as directed by E.I.C.
91 Providing and Fixing PVC Water Tank of Sintex Pure 12000.00 Litre 12.50 12.63
Water tanks of below mensioned features :
Anitlbacterial, Virgin plastic, Food grade plastic, 100%
UV stabilised, rust proof, brighter, stronger, protection
against algae formation, maintanamnce free, triple
layer well packed lid of CCWS 0100-01-PURE of
required capacity including inlet & outlet nipple etc
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 17 of
It. Total Rate Rate with Amount
Description Unit
No Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
92 Carring out plinth treatment to post 555.75 Sq.m 104.90 105.95
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.
93 Extra for additional height of PROPPING AND 7.95 Sq.m 386.48 390.34
CENTRING where the height of propping and
centering exceedes 4.0m between supporting floor to
ceiling including temporory brick or stone pillors for
supporting as required for the height more than 4.0m
and upto 5.00m etc. completed as directed by EIC.
94 Extra for additional height of PROPPING AND 1.80 Sq.m 682.01 688.83
CENTRING where the height of propping and
centering exceedes 4.0m between supporting floor to
ceiling including temporory brick or stone pillors for
supporting as required for the height more than 5.0m
and upto 6.00m etc. completed as directed by EIC.
95 Extra for additional height of PROPPING AND 5.20 Sq.m 573.30 579.03
CENTRING where the height of propping and
centering exceedes 4.0m between supporting floor to
ceiling including temporory brick or stone pillors for
supporting as required for the height more than 6.0m
etc. completed as directed by EIC.
TOTAL COST OF CIVIL WORKS
Sign of contractor Executive Engineer,
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 18 of
(PLUMBING AND SANITARY WORKS)
It. Total Rate Rate with Amount
Description Unit
No. Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
B PLUMBING & SANITATION ITEMS
1 Providing, laying in treanches and jointing in true line 75.00 Ru.m 221.58 223.80
and level 50mm dia. U-PVC PLUMBING PIPE line
(SCH-40) including fitting of (FINOLEX / SUPREME
/ DUTRONE / ASTRA) as approved by Engineer in
charge. Pipe shall be fixed on the wall with the help
of clamp at every 2 meter c/c or shall be concealed
as directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all material
including excavation for trenches and reffiling etc..
complete as directed by E.I.C.
2 Providing, laying and jointing in true line and level 209.75 Ru.m 146.65 148.12
40mm dia. U-PVC PLUMBING PIPE line (SCH-40)
including fitting of (FINOLEX / SUPREME /
DUTRONE / ASTRA) as approved by Engineer in
charge. Pipe shall be fixed on the wall with the help
of clamp at every 2 meter c/c or shall be concealed
as directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all material etc..
complete as directed by E.I.C.
3 Providing, laying and jointing in true line and level 148.90 Ru.m 90.93 91.84
25mm dia. U-PVC PLUMBING PIPE line (SCH-40)
including fitting of (FINOLEX / SUPREME /
DUTRONE / ASTRA) as approved by Engineer in
charge. Pipe shall be fixed on the wall with the help
of clamp at every 2 meter c/c or shall be concealed
as directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all material etc..
complete as directed by E.I.C.
4 Providing, laying and jointing in true line and level 76.20 Ru.m 71.93 72.65
15mm dia. U-PVC PLUMBING PIPE line (SCH-40)
including fitting of (FINOLEX / SUPREME /
DUTRONE / ASTRA) as approved by Engineer in
charge. Pipe shall be fixed on the wall with the help
of clamp at every 2 meter c/c or shall be concealed
as directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all material etc..
complete as directed by E.I.C.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 1 of
(PLUMBING AND SANITARY WORKS)
It. Total Rate Rate with Amount
Description Unit
No. Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
5 Providing, laying and jointing in true line and level 28.05 Ru.m 165.21 166.86
15mm dia. C-PVC PLUMBING PIPE line (SDR-
13.5) having National Sanitation Foundation (NSF)
seal for potable water including fitting of (FINOLEX /
SUPREME / DUTRONE / ASTRA) as approved by
Engineer in charge. Pipe shall be fixed on the wall
with the help of clamp at every 2 meter c/c or shall
be concealed as directed including necessary
fittings etc. including testing of pipe and joints and
fixing the same with adhesive solvent, including cost
of all material etc.. complete as directed by E.I.C.
6 Providing and fixing brass Ball cock (PVC HDP 4.00 Nos. 2505.31 2530.36
black) 40mm dia. of approved quality with
necessary fittings including fixing in pipeline and
testing the same etc... complete as directed by E.I.C.
7 Providing and fixing 50mm dia. Zoloto bronze 1.00 Nos. 3559.64 3595.24
handle valve including fixing in pipeline and testing
the same… etc., complete.as directed by EIC
8 Providing and fixing 40mm dia. Zoloto bronze 9.00 Nos. 2505.31 2530.36
handle valve including fixing in pipeline and testing
the same… etc., complete.as directed by EIC
9 Providing and fixing 15mm dia. Bib tap with flange 77.00 Nos. 1310.98 1324.09
of Jaquar Florentine Series make model no. FLR-
5047N / Hindware element series make F360004 /
Cera Fountain series make F2013151 including
fixing in pieline and testing the same… etc.,
complete., as directed by EIC
10 Providing and fixing 15mm dia. angular Stop tap 11.00 Nos. 986.01 995.87
with wall flange of Jaquar Florentine series make
FLR-5053N / Hindware element series make
F360006 / Cera Fountain series make F2013201
including fixing in pipeline and testing the
same…etc., complete as directed by EIC
11 Providing and fixing 15mm dia. Sink Cock with 1.00 Nos. 1672.06 1688.78
swinging spout wall mounted with flange of Jaquar
Florentine Series make model no. FLR-5347N /
Hindware element series make F360023SCP / Cera
Fountain series make F2013251 including fixing in
pieline and testing the same… etc., complete., as
directed by EIC
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 2 of
(PLUMBING AND SANITARY WORKS)
It. Total Rate Rate with Amount
Description Unit
No. Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
12 Providing and fixing Cera brand wash down water 15.00 Nos. 4116.54 4157.71
closet European type W.C. pan (540x390x400mm)
CERA CAMELIA make Modal No.3145 Snow white /
Hindware model no. 20011 or 20002 with integral
"P" or "S" trap including snow white quality plastic
seat cover Camelia make Modal no. 2380 with jet
spray & P.V.C. pipe connected, 15mm dia. angular
Stop tap with wall flange of Jaquar Florentine series
make FLR-5053N / Hindware element series make
F360006 / Cera Fountain series make F2013201,
jointing the trap with soil pipe in cement mortar 1:1(1
Cement: 1 Fine sand) and testing the same etc.
complete as directed by E.I.C.
13 Providing and fixing water closet (Orrisa pan) 11.00 Nos. 2408.41 2432.49
having size 510mmx400mm of CERA (Prima) code
no.2071 superior colours including "P" trap /
Hindware Asian Pan (500x400mm) model no.
starwhite with trap, earthwork, bed concrete and
testing the same..etc. complete as directed by EIC.
14 Providing and fixing 25 mm dia. Flush cock of 26.00 Nos. 1881.76 1900.58
Jaquar make modal no.ALD-081 + Florentine Series
FLR-5083NK / Hindware make model no. F850105
+ F360052 / Cera Fountain series make F2013751+
F4060101 including fixing in pipe line and necessary
testing etc Complete as directed by E.I.C.
15 Providing and fixing of Urinal (Cera make model no. 6.00 Nos. 1743.06 1760.49
5001) White earthenware flat back or corner type of
size 440 mm X 265 mm X 315mm including
connection the urinal with waste pipe in trap… etc.,
complete, including the cost of PVC connection pipe
and testing the same for leak proof etc. complete as
directed by E.I.C.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 3 of
(PLUMBING AND SANITARY WORKS)
It. Total Rate Rate with Amount
Description Unit
No. Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
16 Providing & fixing white colour flats Vetrious china 22.00 Nos. 4914.48 4963.62
WASH BASIN Cera make Cadal model no.2810 /
Hindware model no. 10010 of size 500mm x 400mm
with single hole for pillar tap with C.I. or M.S.
brackets (Painted white) including cutting holes &
making good the same, including fixing C.P. Brass
waste coupling 32mm dia. & 32mm dia. rigid P.V.C.
waste pipe & 15mm dia. pillar tap with lift type
operating k nob & base flange of Jaquar Florentine
series make Model no. FLR-5015 / Hindware
element series model no. F360001 / Cera Fountain
series make F2013101 screwed down high pressure
with screw shank and back nuts & rubber plugs,
15mm dia. angular Stop tap with wall flange of
Jaquar Florentine series make FLR-5053N /
Hindware element series make F360006 / Cera
Fountain series make F2013201, 15mm P.V.C.
connection pipe etc.. complete as ditectrd by E.I.C.
17 Providing and fixing platform STEINLESS STEEL 1.00 Nos. 7604.01 7680.05
SINK glossy of NIRALI BRAND of size 600 mm X
450 mm X 150 mm with CI or MS brackets, painted
white including cutting holes in walls and making
good the same including fitting stainless steel sink
and including the cost of providing and fixing rigid
P.V.C. waste pipe of 32mm dia. and including cost
of PVC connection waste pipe 32mm dia. with PVC
waste coupline 32 mm dia. and testing the same for
leak proof etc. complete as directed by E.I.C
18 Providing and fixing 600 mm X 450 mm Bevelled 22.00 Nos. 825.48 833.73
edge Mirror or superior glass mounted on 6mm
thick AC sheet or plywood sheet and fixed to
wooden plugs with CP brass screwws and washers,
including fixing glass shelevs of 600 mm X 120 mm
size with CP brass bracket support and guard rail
fixed to wooden plugs with CP brass screws etc.
complete as directed by EIC
19 Providing and fixing P.V.C. Nahni Supreme Trap 58.00 Nos. 242.48 244.90
(110x75mm) nominal diameter of self cleaning
design with P.V.C. greeting zali 110mm in size
including fixing P.V.C. reducer & rubber paking ring
& jointing with adhesive solvent cement iincluding
cost of cutting & making good the walls & floor and
testing the same etc. complete as directed by E.I.C.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 4 of
(PLUMBING AND SANITARY WORKS)
It. Total Rate Rate with Amount
Description Unit
No. Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
20 Providing, laying and lowering, jointing in true line & 99.85 Ru.m 757.22 764.79
level or slope 160mm internal diameter P.V.C.
pipes of working pressure 6 kg/sq.cm (FINOLEX /
SUPREME / DUTRONE / ASTRA) for drainage-pipe
line fitted in trenches including excavation for
trenches & reffiling including necessary fittings,
testing of pipe & jointing with adhessive solvent
cement including the cost of all types of fixing
materials & water tight testing the line etc...
completed as directed by E.I.C.
21 Providing, laying and lowering, jointing in true line & 28.10 Ru.m 413.20 417.33
level or slope 110mm internal diameter P.V.C.
pipes of working pressure 6 kg/sq.cm (FINOLEX /
SUPREME / DUTRONE / ASTRA) for drainage-pipe
line fitted in trenches including excavation for
trenches & reffiling including necessary fittings,
testing of pipe & jointing with adhessive solvent
cement including the cost of all types of fixing
materials & water tight testing the line etc...
completed as directed by E.I.C.
22 Providing, laying and jointing (to level or slopes) 129.40 Ru.m 427.57 431.85
110mm internal dia. P.V.C. pipes of working
pressure 6 kg/sq.cm (FINOLEX / SUPREME /
DUTRONE / ASTRA) for drainage-line in floors
including necessary fitting such as bends, tees,
clamps at interval of 2m c/c, rubber packing ring,
door T, Door cap etc. testing of pipe line, 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.
23 Providing, laying and jointing (to level or slopes) 272.80 Ru.m 235.87 238.23
75mm internal dia. P.V.C. pipes of working
pressure 6 kg/sq.cm (FINOLEX / SUPREME /
DUTRONE / ASTRA) for drainage-line in floors
including necessary fitting such as bends, tees,
clamps at interval of 2m c/c, rubber packing ring,
door T, Door cap etc. testing of pipe line, 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.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 5 of
(PLUMBING AND SANITARY WORKS)
It. Total Rate Rate with Amount
Description Unit
No. Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
24 Providing, laying and jointing (to level or slopes) 50.20 Ru.m 115.86 117.01
40mm internal dia. P.V.C. rigid pipes of working
pressure 6 kg/sq.cm (FINOLEX / SUPREME /
DUTRONE / ASTRA) for drainage-line in floors
including necessary fitting such as elbow or tees
etc. testing of pipe line, 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.
25 Providing and fixing 110mm dia. P.V.C. Cowl vent 6.00 Nos. 55.83 56.39
of working pressure 4 kg/sq.cm including jointing
with Supreme adhesive solevent cement including
fixing the same in true line and level… etc.,
completeed by EIC
26 Providing and fixing 75mm dia. P.V.C. Cowl vent of 10.00 Nos. 49.72 50.22
working pressure 4 kg/sq.cm including jointing with
Supreme adhesive solevent cement including fixing
the same in true line and level… etc., completeed by
27 Providing and fixing SW gully trap of size 300 mm 10.00 Nos. 1234.57 1246.92
X 300 mm (inside) with CI grating brick masonry
chamber and water tight CI cover with frame of
standard weight including Square mouth traps,
mm X 100 mm size - P type and testing the same
etc. complete as directed by E.I.C.
28 Construction of brick masonry chamber inside 20.00 Nos. 3220.16 3252.36
dimension 455mm x 610mm and required depth for
drainage pipeline, with required inlet and outlet for
underground C. I. Inspection chamber and with
230mm thick brick wall having crushing strength not
less than 35 Kg./Sq.cm. in C. M. 1:5 (1 Cement,
sand) R.C.C. cover with frame (light duty) 445mm x
610mm internal dimensions, foundation concrete
1:5:10 (1 Cement, 5 sand, 10 stone agg. 40mm
nominal size) inside plaster 15mm thick in Cement
mortar 1:3 (1 Cement, 3 Sand) finished smooth with
floating coat of neat cement slurry on walls and bed
concrete curing etc. in true line and level etc.
complete as directed by Engineer-in-charge.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 6 of
(PLUMBING AND SANITARY WORKS)
It. Total Rate Rate with Amount
Description Unit
No. Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
29 Construction of brick masonry chamber inside 1.00 Nos. 3057.53 3088.11
dimension 455mm x 610mm and required depth for
drainage pipeline, with required inlet and outlet for
underground C. I. Inspection chamber and with
230mm thick brick wall having crushing strength not
less than 35 Kg./Sq.cm. in C. M. 1:5 (1 Cement,
sand) R.C.C. cover (Perforated) with frame (light
duty) 445mm x 610mm internal dimensions,
foundation concrete 1:5:10 (1 Cement, 5 sand,
stone agg. 40mm nominal size) inside plaster 15mm
thick in Cement mortar 1:3 (1 Cement, 3 Sand)
finished smooth with floating coat of neat cement
slurry on walls and bed concrete curing etc. in true
line and level etc. complete as directed by Engineer-
30 Providing, laying and jointing (to level or slopes) 159.40 Ru.m 360.51 364.12
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.
31 Providing and constructing B.B masonary and 2.00 Nos. 38827.67 39215.95
cement concrete for SEPTIC TANK of 3m x 0.9m x
1.5m depth internal dimention with excavation &
depositing off the excavated stuff as and where
directed including providing laying brick masonary in
C.M. 1:6 (1 cement : 6 sand) with using common
burnt clay conventional building brick having
crushing strength not less than 35kg/sq.m for
necessary compartment for chamber & septic tank
with nesessary inlet & outlet with cement plaster
15mm thick on wall, I.P.S. flooring, bed concrete,
R.C.C. top slab, M.H. cover 610mm x 455mm of
C.I., air vent pipe with cowl vent and cement vata 0f
10cm x 10cm size in C.M. 1:1 etc.. complete as per
detailed drawing and directed by E.I.C.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 7 of
(PLUMBING AND SANITARY WORKS)
It. Total Rate Rate with Amount
Description Unit
No. Quantity (Rs.) 1% L.C. (Rs.) (Rs.)
32 Providing and constructing double wall SOAK 2.00 Nos. 74706.72 75453.79
WELL of 2.50m internal dia. & 5.50m depth (0.50m
above G.L.) internal clear dimention including the
cost of excavation, foundation 1:4:8 for outer wall &
honey combed masonary of 3.00m height in C.M.
1:6 (1 cement : 6 coarse sand), casting R.C.C. 1:2:4
(1 cement : 2 sand, 4 graded sone aggregate 20mm
nominal size) top slab 12mm thick with super quality
RCC Manhole cover 60cm x 45cm size, 75mm dia.
C.I. pipe 1.80m long with 75 mm dia cowl vent and
filling between the wall including providing vata in
C.M. 1:3 (1 cement : 3 sand), plastering up to top &
outer wall up to 300mm deep from G.L., curing
including cost of reinforcement etc. complete as per
drawing & as directed by E.I.C
TOTAL COST OF PLUMBING & SANITATION WORKS
Sign of contractor Executive Engineer,
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 8 of
(ELECTRIC WORKS)
ANAND AGRICULTURAL UNIVERSITY
NAME OF WORK: CONSTRUCTION OF FARMERS HOSTEL AND TRAINING FACILITY
Sr no. Desciption Qty. Rate Per Amount
1 P/F Point wiring for light/Bell with 2-1.5 Sqmm & earth wire of 1.5 Sqmm
(green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multistandard
copper wire in with medium class rigid PVC pipe and accessories of pipe to be
erected concealed in/wall & ceiling complete 6A modular Type Switch/bell
push & accessories and earth continuity of following type erected
MS/Metallic box, single mounting base frame covered with textured/metallic
front plate moulds erected on/in wall/ ceiling as per pipe erected, with
necessary Lamp holder/Ceiling rose/H.D. Connector as directed using.(f) with
medium class Rigid PVC pipe and accessories erected concealed in
wall/ceiling complete
2 Providing & fixing Point wiring for FAN with 2-1.5Sqmm & earthwire of
Sqmm (green)/both are of ISI marked1.1KV grade FRLS PVC insulated
multistandard copper wires in with medium Class Rigid PVC pipe and
accessories Of pipe to be erected on surface on /Wall&ceilling complete with
6A modular type switch and and hum free EME four or more step type
electronic fan regulator with separately mounted and accessories with earth
continuity of following type erected on PVC/Metallicbox,single mounting
base frame cover with textured/metallic front plate modules erected on/in
wall/ceiling as per pipe erected. with necessary ceilingrose/H.D connector as
directed Cat-III material as per brand attached herewith.& as per drawings
Engineer incharge complete as directed by Engineer incharge(f) with
medium class Rigid PVC pipe and accessories erected concealed in
wall/ceiling complete
3 Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin
socket erected on PVC / Metallic/Wooden box, single mounting base frame
covered with textured / metallic/white front plate modules erected on / in
wall / ceiling with following type accessories
4 Providing following type of Modular Type Accessories mounted with PVC /
metallic/Wooden box, single mounting base frame covered with textured /
metallic/white front plate , modules erected with necessary connections as
per site situation directed by Engineer In charge.
A 16A one-way switch SP cat-III 27.00 172.71 No
B 6/16A Universal socket cat-III 27.00 190.89 No
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 1 of
(ELECTRIC WORKS)
Sr no. Desciption Qty. Rate Per Amount
5 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to
0.5 Watt assembled on single MCPCB, with housing used as a heat sink shall
be made of thick sheet Steel conforming to IS: 513/CRCA/ aluminium die cast
powder coated and high U.V. & corrosion resistance with diffuser with
company mark/name 160V to 270V, Power Factor more than 0.95, THD <
CCT 3000 K to 6500K,
Luminaire efficacy> 85 lumens/watt ,LED
LED driver efficiency > 85 %
( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have
shown ranges of Wattage capacity of LED fittings.The Engineer incharge may
select any wattage capacity between the ranges shown.)(A) Tube Light with
integral driver(v) 36-40 Watts, Surge-2 KV, IP-20, conventional 4 feet
6 Providing & erecting Approved make Power Saving 50 Watt Ceiling Fan with
double ball bearing ISI mark with Condenser 230 volt A.C. 50 Hz 1200 mm
sweep complete having 3blades with aluminium blades with , canopy &
cm. down rod erected with earthing.(Make shall be approved by Engineer in
7 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to
0.5 Watt assembled on single MCPCB, with housing used as a heat sink shall
be made of thick sheet Steel conforming to IS: 513/CRCA/aluminium
pressure die cast powder coated and high U.V. & corrosion resistance with
diffuser housed in aluminium casted body with company mark/name
160V to 270V,Power Factor more than 0.95, THD < 15 %,
CCT 3000 K to 6500K,
Luminaire efficacy> 85 lumens/watt
LED driver efficiency > 85 %
( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have
shown ranges of Wattage capacity of LED fittings.The Engineer incharge may
select any wattage capacity between the ranges shown.)(A) Square/ Circular
shaped Surface/Recessed Mount Downlight with provision for spring loaded
mounting clips complete.IP20(iv) 22-24 watts, Surge-2 KV
8 Providing and erecting Sheet Steel powder coated MCB distribution board -
flush / surface mounted fitted with busbar, neutral link, earth bar and DIN
rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house
appropriate nos. of MCBs.(The DBs should be used of same company of MCB
to be used) suitable for(B) three phase incoming and single phase horizontal
type outgoing Per phase isolation type (PPI)(b) sheet steel double door(iv)12
9 Providing and erecting Approved make RCCBs conforming to IS: 12640 and
having sensitivity of 30 mA and Short Circuit withstand capacity of 10 KA and
suitable for operation on 3 phase and neutral 415V,50Hz. having
characteristic of quick action & tripping with all advance feature & do not
incorporate any electronic component for following Max. rating erected as
directed.(iii) 63 Amps. FP
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 2 of
(ELECTRIC WORKS)
Sr no. Desciption Qty. Rate Per Amount
10 Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C
Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box
having following capacity (c)63 Amp
11 providing and erecting Miniature circuit breaker single pole 6A to 25A
suitable to operate on 240 V A.C. system and having breaking capacity 10 KA
to be erected in existing box. confirming to IS 8828/1996 with ISI Mark
12 Providing and erecting Approved make Four pole moulded case circuit
breaker having breaking capacity ICU of 35 KA. at 415 V. having Normal
current rating 200A.with variable Thermal & magnetic release suitable to
work on A.C.supply 50 c/s. with all internal connections, spreader tinned
copper & complete erected in existing 16 G.M.S.housing ICS=100% of ICU
13 Providing and erecting Approved make Four pole moulded case circuit
breaker having breaking capacity ICU of 50 KA and above at 415 V having
Normal current rating 400A. with variable Thermal & magnetic release
suitable to work on A.C.supply 50 c/s. With all internal connections, spreader
tinned copper & complete erected in existing 16 G.M.S. housing. ICS=100%
14 Providing & erecting 240 V MCB double pole switch for motor & inductive
load (C Curve) having 10 KA breaking capacity & confirms to IS : 8828 in
existing box having following capacity (A) 6 to 32 Amp.
15 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI
marked stranded Copper conductor wire in following type of pipe to be
erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper
conductor FRLS PVC insulated stranded wire of green colour for earth
continuity of following size(b) 2 wire 2.5 sq. mm
16 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand /
Solid Copper conductor for 1.1 KV. to be laid on wall with necessary clamps
or in existing trench / pipe at road crossing or floor of following size of
cables.(B) 4 core 4 Sq. mm
17 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand
Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in
existing trench / pipe at road crossing or floor of following size of cables.(C)
4 core 25 Sq. mm
18 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to the
RCC bars up to 50mm length each side and pierced through a 16 Gauge M.S.
box / Heavy Duty PVC box complete erected concealed in Ceiling with
necessary finishing.
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 3 of
(ELECTRIC WORKS)
Sr no. Desciption Qty. Rate Per Amount
19 Providing & erecting weather proof, dust & vermin proof, floor mounted
front operated indoor type cubical panel board necessary IP-42 and above
protection as per approval from engineer incharge made from 14 SWG thick
CRC M.S. sheet for outer body & doors, 16 SWG thick CRC M.S.sheet for
internal partitions with necessary accesories , supporting angles/ flats
channel including cutting, bending, drilling, welding, riveting with internal
partitions & cable alley as per requirements & instruction of engineer-in-
chargesupplied switch gears, BUSBARS, suitable size of inter connecting PVC
copper wire / copper-aluminium strips, rubber grommets, rib, bakelite
control fuses/MCB for measuring instruments, earth bus & earth bolts,
foundation flange - bolts-base Plates, sufficient nos. of hinged doors, handles
with locking arrangement and rubber gasket,heavy duty end terminal
connection,danger notice board,necessary ventilation,earthing strip
complete. The Panel shall be painted with epoxy powder coating. with
erection of (C) The standard companies switch gear shall be used and only
manufacturers as per IEC 61439 for beneficial use. (iv) with 1000 mm. depth
20 Supplying and erecting triple pole & neutral 440V / 500V panel mounting
Copper Busbars with four equal Nos. of electrolyte bus having current
density not more than 1.6 Amp. / sq.mm (Rated current / cross section area)
duly wrapped with colour insulating tape for phase sequence of following
current carrying capacity, erected with necessary bus bar supports
/insulators, main cable socket to each bar, erected in existing cubical panel
with necessary connections.(D) Suitable for 400 Amp. capacity
21 Supplying and erecting LED street light / Flood light fittings with High power
White LEDs wattage of 3 Watt and above assembled on single MCPCB,
efficiency more than 130 lm/w and corrosion free High pressure die cast
aluminum housing with smooth finish powder coated and heat sink extruded
aluminium with diffuser and Polycarbonate optics/ lenses, with toughened
glass with company mark/name engraved or embossed 160 to 270 V,Power
Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio
>0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 %.(
fittings required LM-79 & LM-80 certificates)(NOTE: Below description have
shown ranges of Wattage capacity of LED fittings.The Engineer incharge may
select any wattage capacity between the ranges shown.) (iii) Above 60 to
22 Providing & Fixing B''Class galvanised pipe of TATA /Jindal /Ambika 32mm
out side dia 45cms long duly welded on plate 20cmX20cmX3mm thick M.S
base Plate erected on wall or corner for mounting street light luminarie with
necessary hardware materials duly painted.Material as per brand attached
herewith &as per drawings etc complete as directed by Engineer incharge
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 4 of
(ELECTRIC WORKS)
Sr no. Desciption Qty. Rate Per Amount
23 Supplying & erecting funnel type earthing having earth plate of following size
burred in specifically prepared earth pit 3 mtr. below ground with 40 kg.
charcoal and salt with alternate layers of charcoal & salt, 20mm.dia. G.I. pipe
with Funnel with a wire mesh for watering & bricks masonry block, C.I. Cover
complete as per para 7.3 of IS 3043 with necessary length of double
Galvanised Iron / copper earth wire No 6 SWG bolted with lug to the plate
and covered in 12 mm dia. G.I. pipe 2.5 mtr long complete connected to the
nearest switch gear with end socket as per direction & duly tested by earth
tester confirming to IS (As per drawing) with following specification (C) with
60 x 60x 0.315 cms. Copper earth Plate
24 Supplying & erecting approved make low noise decorative exhaust fan having
square frame ABS body with inbuilt lowers & square frame. 200mm with
Sign of contractor Executive Engineer,
TECTONICS ARCHITECTURAL CONSULTANTS Page No: 5 of
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Bid Capacity.pdf
Bank Certificate.pdf
Affidavit.pdf
Undertaking.pdf
IMPORTANT NOTE.pdf
1.SBD KVK ARNEJ.pdf
2.Genral Summary and Schedule-B.pdf
3.SCHEDULE-B (WORK COMPLETED).pdf
4.Plans.pdf
5.Elevations.pdf
6.Section.pdf
8 OPENING SCHEDULE.pdf
101B. LIST OF MATERIALS FOR TENDERS.pdf
7.ELECTRIC LAYOUT.pdf
101C. LIST OF MATERIALS FOR TENDERS (ELECTRIC).pdf
101D. Agreement.pdf
101E. declaration of contractor.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
Complited work - photo.pdf
DETAIL BUILDING SPECIFICATIONS VOL - I.pdf
SPECIFICATIONS FOR ELECTRIC WORKS.pdf
NIVIDIA-2 online-E-Tender - 2026-27.pdf
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