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Tender Value
₹3.5 Cr
EMD Value
₹3.5 L
Closing Date
21 Apr 2026, 6:00 pmClosed
Executive Engineer, R&B Division, Junagadh
Construction of Civil Supply Godown Building (2000 MT) at Khadiya, Ta. & Dist.Junagadh
293823
35 of 2025-26
Open
Civil Works - Others
Works
Junagadh
9 documents required · 6 mandatory · 3 optional
₹6,000
Executive Engineer, R & B Division, Junagadh.
₹3.5 L
4 Apr 2026
4 Apr 2026
4 Apr 2026
21 Apr 2026
4 Apr 2026
Name of Work :- Construction Civil Supply Godown Building (2000 MT) at Khadiya, Ta. & Dist. :
BILL OF QUANTITIES
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
1 844.80 Excavation for foundation upto 1.5 m depth 627.47 CUM
including sorting out and stacking of useful
materials and disposing off the excavated stuff upto
50 Meter lead (E) Hard Rock.
2 524.00 Excavation for foundation for depth from 1.5 m to 300.02 CUM
3.0 m including sorting out and stacking of
useful materials and disposing off the
excavated stuff upto 50 Meter lead. ((D) Soft
rock not requiring Blasting
3 139.80 Providing and laying cement concrete 1:2:4 (1 3805.29 CUM
Cement : 2 corse sand : 4 granded stone aggregate
20mm nominal size) and curing complete including
cost of form work in (a) Foundation and Plinth
4 8.00 Providing and laying cement concrete work 1:2:4 4189.91 CUM
(M-15)(1- Cement : 2- Coarse sand : 4- graded
stone aggregates 20 mm nominal size) and curing
complete excluding cost of formwork and
reinforcement for reinforced concrete work in (B)
Slabs, landing, shelves, Balconis , Lintels, Beams,
Girders and Cantilever upto floor two level.
5 1194.00 Applying general insecticide pest control treatment 39.09 SQM
to floors, cupboards etc including labour material
etc. complete. Using Imidacloprid 30.5 sc. As Per
6113_pests Consentration Weight 0.50 percent is
recommended one litre chemical emulsion dillute
with 39 liter of water will give. Total dillute
concrentration will be 40 litre inclusive of one litre
chemical emulsion appication 0.5 Litre chemical /
Sqm of surface is recommended as per I.S
6 609.00 Filling available excavated earth (excluding Rock) 136.92 CUM
in trenches, plinth, sides of foundation etc. in layers
not exceeding 20.cm. in depth consolidating each
deposited layer by ramming and watering.
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
7 8.00 Filling in plinth with sand under floors 481.80 CUM
includingwatering ramming, consolidating and
dressing etc.complete.
8 10677.00 Filling in foundation and plinth with murrum or 301.78 CUM
selected soil in layers of 20cm. thickness including
watering, ramming and consolidating etc. complete.
9 295.00 Brick work using common burnt Clay building 4214.33 CUM
bricks having crushing strength not less than 35 kg /
sq.cm in foundation and plinth in Cement mortar
1:6 (1 Cement : 6 fine sand) (A) Conventional
10 343.00 Providing and laying controlled cement concrete M 5057.42 CUM
250 and curing complete including the cost of
formwork but excluding the cost of reinforcement
for reinforced concrete work in (A)
Foundations,Footing base of columns.
11 106.00 Providing and laying controlled cement concrete M 7502.33 CUM
250 and curing complete including the cost of
formwork but excluding the cost of reinforcement
for reinforced concrete work in (A) Column from
Footing Top to Plinth Beam
12 32.00 Providing and laying controlled cement concrete M- 9222.15 CUM
200 and curing complete including the cost of
formwork with ordinary timber planking so as to
give a rough finish incl. centering shuttering
strutting and propping etc.. but excluding the cost of
reinforcement of R.C.C. work in Columns, Pillars
posts and struts for Ground Floor Level.
13 7.00 Providing and laying controlled cement concrete M- 9263.74 CUM
200 and curing complete including the cost of
formwork with ordinary timber planking so as to
give a rough finish incl. centering shuttering
strutting and propping etc.. but excluding the cost of
reinforcement of R.C.C. work in Columns, Pillars
posts and struts for FIRST Floor Level.
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
14 224.00 Providing and laying controlled cement concrete M- 4789.98 CUM
250 and curing complete including the cost of
formwork with ordinary timber planking so as to
give a rough finish incl. centering shuttering
strutting and propping etc..but excluding the cost of
reinforcement for reiforced concrete work in Beams
for Plinth Level Beam
15 92.00 Providing and laying controlled cement concrete M- 6503.26 CUM
200 and curing complete including the cost of
formwork with ordinary timber planking so as to
give a rough finish incl. centering shuttering
strutting and propping etc..but excluding the cost of
reinforcement for reiforced concrete work in Beams
for Ground Floor Level Beam
16 8.00 Providing and laying controlled cement concrete M- 7300.50 CUM
200 and curing complete with ordinary timber
planking so as to give a rough finish but excluding
the cost of reinforcement for reinforced concrete
work in (C) R.C.C. LINTELS / Sill bends incl.
Finishing smooth with curring of formwork but
excl. the cost of reinforcement.for GROUND Floor
17 5.00 Providing & laying controlled cement concrete M- 8017.53 CUM
200 and curing complete including the cost of
formwork with ordinary timber planking so as to
give a rough finish incl. centering shuttering
strutting and propping etc.. But excluding
reinforcement for R.C.C. Chhajjas / shelves for
GROUND Floor Level.
18 17.00 Providing and laying controlled cement concrete M- 7399.06 CUM
200 and curing complete including the cost of
formwork but excluding reinforcement for
reinforced concrete work in- Slabs For Ground
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
19 33.00 Providing and laying controlled cement concrete M- 7031.02 CUM
200 and curing complete incl. the cost of formwork
but excluding reinforcement for reinforced concrete
work in Walls from top of foundation level For
20 5.00 Providing and laying brick bat cement concrete 3070.94 CUM
1:3:6 (1cement : 3coarse sand : 6 brick bats) and
curing complete excluding cost of form work in :
(a) Foundation and plinth.
21 329.00 Providing cement VATA (10 cmx10 cm 24.28 MTR
size)quartar round in cement mortar 1:1 including
neat cement finishing watering etc.complete
22 373.00 Providing throating or plaster drip and moulding 43.05 MTR
to R.C.C. Chhajja.
23 102.00 White Stone Bela mesonry block in course in 6479.69 CUM
superstructure with stone of approved quality in
Lime Mortar 1:6 (1-Cement : 6- course sand)
including packing the joints etc. complete.
24 20.00 White Stone Bela mesonry block in course in 6761.40 CUM
superstructure with stone of approved quality in
Lime Mortar 1:6 (1-Cement : 6- course sand)
including packing the joints etc. complete. For
FIRST FLOOR Level
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
25 256.00 Providing, laying, spreading and compacting stone 1107.97 CUM
aggregates of specific sizes to WBM Grade-I
specification using 63mm to 45mm metal (@
0.91cum per 10 SQMt loose qty) with stone
screening of 11.2mm (@ 0.18cum per 10 SQMt
loose qty) and stone dust (@ 0.06cum per 10 SQMt
loose qty) as filler material, including spreading in
uniform thickness, with consolidation by vibratory
roller in stages to proper grade and camberm
applying and brooming requisite type of screening /
binding materials to fill up the interstices of coarse
aggregate, watering and compacting to the required
density as per MoRTH. (By Mechanical Means). as
directed by the Engineer in Charge.
26 226.00 Providing and cast in situ ordinary cement concret 6407.44 CUM
M-250 for average 20 cm thick wearing coat / C.C.
pavement laid as directed in approved fixed side
form work of steel channel including vibrating by
screed-needle vibrator and finishing by plate
vibrator and finished in continous operation
including providing of contraction joint at every
4.00mtr and expansion joint at interval of 40 mtr
applying debonding strips,bitumen
primer,bituminous sealant,12 mm dia jute rope and
curing etc. complete.
27 122903.00 Providing TMT Bar FE 500D steel reinforcement 77.29 Kg.
for R.C.C. work including bending, binding and
placing in position complete upto floor two level.
For Ground Floor.
28 4585.00 Providing TMT Bar FE 500Dsteel reinforcement 78.34 Kg.
for R.C.C. work including bending, binding and
placing in position complete upto floor two level.
For First Floor.
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
29 50.00 Providing & fixing rolling shutters of approved 3554.40 SQM
make made of 80 mm. Wide M.S. Laths inter-
locked together through their entire length /
Flexible Grill Type and jointed together at the end
locks mounted on specially designed pipe shaft with
bracket plates, guide channels and out side locking
with push- pull operation including the cost of
Hood cover and spring etc. complete. (A) Shutters
having width below 3.5 M.
30 23.00 Providing and fixing Glass bricks Partition using 4743.37 SQM
glass brick of required design ,type size of glass
brick 19 x 19 x 10 Cm and fixing the same with
mm dia aluminium bar at every 3rd layer with white
cement etc complete.
31 27.00 Providing and fixing standared extruded of 1525.00 SQM
alluminium section of size 63.50 x 38.10 x
mm,@ Wt 1.094Kg / Rmt with colour anodized
alluminium frame with 5 mm thick transparent
bronze colour tinted float glass as details etc
complete for Fix window.
32 27.00 Providing and fixing Openable M.S. Grill with 1058.17 SQM
alround framing using 40x40x6 mm M.S. angle
including 3 coats of oil painting with 2mm 10x10
gauge G.I.chain link Jali with 50mm opening
strained and fixed to window with G.I.staples
including fixing Jali / grill with RCC column / Wall
in true line and level including locking and opening
arrangements cost of cutting of G.I.pipe and chain
link, welding charges etc.complete.
33 972.00 Providing and fixing M.S. grills of required pattern 106.23 Kg
to wooden frames of windows etc. with M.S. flats
at required spacings and frame alround, square or
round bars with round headed bolts and nuts or by
screws (A) Plain Grill.
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
34 32.00 Providing and fixing Railing for Steps / Staircase / 2267.31 SQM
Balcony Consisting of 25x25x3 mm MS hollow
pipe (weight 2.12 kg / Rmt) on top and 25x25x3
mm MS hollow pipe horizontally at every 200 mm
interval and, 25x25x3 mm MS hollow square pipe
(weight 2.12 kg / Rmt) vertically at every
meter interval and applying the whole structure
with two coats of metal primer of approved quality
and three coats of spray painting with approved
colour and pattern oil paint including fabrication
and fixing with RCC pillar fixing in position etc.
complete. as directed by engineer-in-charge.
35 62.00 Providing and laying Black Granite Stone 18 3253.31 SQM
mm.thick ( all edge machine cut and rounding
mirror polished) in Cills & Jambs incl. applying
coarse-cum-fine sand on the back side of the
Granite with approved adhesive like Araldite or eq.
to make the surface rough for better bonding with
the wall surface on 10 mm. thick Cement Mortar
1:3 (1-cement, 3-coarse sand) laid and jointed with
white cement slurry including rubbing and
polishing complete. use single piece or two pieces
incl. overlapping in up-down position Granite
stone for jambs & soffits as required and directed
by Engineer- in-Charge.
36 262.00 Providing and laying polished 18mm thick Machine 2508.89 SQM
Cut Machine Polished Black Granite Stone flooring
in single piece in treads of steps and riser over
20mm (Average) thick base of cement mortar 1:6 (1-
cement : 6-coarse sand) and jointed with white
cement slurry with matching pigments including
rubbing and polishing and moulding the exposed
edges half round etc. complete.
37 1473.00 Providing and fixing PROFLEX type self 3763.26 SQM
Supported Roof {Arch Type} using Cold rolled,
Galvalume Steel colour coated sheet 0.8 mm thick
conforming to ASTMA 653, A792 DIN, Alu Zinc
Coating : AZ150 and Regular Modified Polyester
painting with epoxy primer service coat at bottom,
including necessary fixtures & fastenings for
Lighting arrangement and Turbo Ventilator with
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
38 18.00 Providing and fixing Turbo Ventilator made from 18398.16 SQM
Alluminium and stainless steel with Ploy Carbonate
Sky light of size 2' x 7', including fixing in roof as
and where directed by Engineer in charge etc.
39 202.00 Providing and laying broken china mosaic 779.70 SQM
flooring for terrace using 12 mm to 20 mm
broken pieces of glazed tiles to be laid over cement
mortar 1:3 to plain or slope and to be tempered to
bring mortar creme out upto surface using
white cement including rounding off junctions and
extending them upto 15 cm along the wall,clearing
with water and oxalic acid etc. as directed.
40 341.00 Providing and fixing pre-cast Rubber Dye / steel 706.93 SQM
Dye 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.
41 722.00 Providing 15 mm thick mala finished cement 246.05 SQM
plaster in single coat on fair side Brick/Concrete
walls for interior plastering upto floor two level
finished even and smooth in.(1) Cement Mortar 1:3
(1 Cement : 3 sand) For GROUND Floor.
42 693.00 Providing 10 mm thick mala finished cement 222.33 SQM
plaster in single coat on fair side Brick/Concrete
walls for interior plastering on ceiling and soffits of
stair upto floor two level finished even and smooth
in (1) Cement Mortar 1:3 (1 Cement : 3 sand) For
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
43 930.00 20 mm thick sand faced Mala cement plaster on 342.41 SQM
wall upto height 10 mts.above ground level
consisting of 12 mm thick backing coat of C.M 1:3
(1 cement : 3 sand )and 8 mm thick finishing coat
of C.M 1 : 1(1 cement : 1 Sand) etc. complete.
44 1415.00 Applying two coats of putty and two coats of primer 40.59 SQM
of approved brand and manufacture on new wall
surface to give an even shade including thoroughly
brushing the surface free from mortar dropping and
other foreign matterand sand papered smooth.
45 722.00 Wall painting (Three coats) with plastic emulsion 125.40 SQM
paint of approved brands and manufacture on
undecorated wall surfaces to give an even shade
including thorougnly brushinf the surface free from
mortar droppings and other foreign matter and sand
papered smooth on new wall surface to give an
46 1623.00 Finishing wall with weather proof exterior emulsion 120.26 SQM
paint on wall surface(two coats) to give an required
shape even shade after thoroughly brushing the
surface to rempve all dirt, and remains of loose
powdered materials etc complete.
47 88.00 Providing laying and jointing in true line and level 876.90 MTR
110 mm dia. U.P.V.C. SWR Type B pipe
conforming to IS 13592-1992 with one end plain
and other end socketed with rubbering & fitting
conforming to ISI 14735-1999 of approved make
for drainage system pipe line, pipe shall be jointed
with each other with rubber lubricant.Pipe shall be
fixed on the wall using of PVC clamp of the size
110 mm dia X 149 mm length X 145 mm high at
every 2000 mm center to center or shall be
concealed in wall as directed including necessary
fittings such as bends, shoes etc. including testing
of pipe and joints and jointed with adhesive solvent
cement, including cost of all materials.
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
48 317.00 Providing laying and jointing in true line and level 834.38 MTR
160 mm dia. U.P.V.C. SWR Type B pipe
conforming to IS 13592-1992 with one end plain
and other end socketed with rubbering & fitting
conforming to ISI 14735-1999 of approved make
for drainage system pipe line, pipe shall be jointed
with each other with rubber lubricant.Pipe shall be
fixed on the wall using of PVC clamp of the size
160 mm dia X 210 mm length X 196 mm high at
every 2000 mm center to center or shall be
concealed in wall as directed including necessary
fittings such as bends, shoes etc. including testing
of pipe and joints and jointed with adhesive solvent
cement, including cost of all materials.
49 8.00 Providing and fixing PVC SWR Nahni Trap IS 586.27 No
14735 for drain - 100 mm diameter with jali of the
following nominal diameter of self cleansing design
with C.I. Scread down or hinged grating including
the cost of cutting and making good the wall.
50 4.00 Providing and fixing S.W Gully trap with C.I 1246.92 No
grating brick masonary chamber and water tight
C.I.cover with frame of 300 mm x 300 mm size
(inside) with standard weight. (i)Square mouth
traps.(B) 150 mm x 100 mm size -P or R type.
51 4.00 Constructing brick masonry road gully chamber 8767.25 No
1100mm x 500mm x 775mm including 500mm x
450mm C.I. horizontal grating with frame and
vertical grating complete.
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
52 2.00 Constructing brick masonary chamber for 2932.93 No
underground C. I. Inspection chamber and bends
with bricks having crushing strength not less than
35kg./sq. cm. In C. M. 1:5 C.I. Cover with frame
(lightn duty) 455 x 610 mm internal dimensions.
Total wt. of cover with frame to be not less than
38kg. (weight of cover 23 kg. & wt. of frame 15kg.)
R. C. C. top slab with 1:2:4 (1 cement :2 coarse
sand :4 graded stone agg. 20 mm. nominal size)
foundation concrete 1:5:10. Inside plaster 15 mm
thick with C. M. 1:3 finished smooth with a floating
coat of neat cement on wall & bed concrete etc.
comp. (i) inside dimensions 455 x 610 mm. x
mm. deep for single pipe line.
53 12.00 Supplying and Fixing 4.5 Kg Fire Extinguisher, 8362.80 No.
CO2 Gas as per IS 15222 / ISI 15683 for fire
classes BC & Electrical Fire, Discharge Control
mechanism fitted with high pressure steel braided
Discharge Hose and Flat Horn with diffuser
Nozzles for dispersed discharge of CO2, internal
coating not applicable & external coating of enamel
spray painting, Cylinders construction: hot spinning
seamless & bearing ISI mark, confirm to IS
and approved by EIC. Fire Class 21B rating as per
IS 15683 and ISI Mark.
54 12.00 Supplying and Fixing Fire Extinguisher as per IS : 7549.75 No.
15683 with ISI Marked, Type : ABC, Capacity :
kg, Fire Rating : 4A, Stored Pressure Type, Filled
with 50% Mono Ammonium Phosphate based
multi purpose Dry Powder suitable for Class A, B
& C Fire, Pressurized by Dry Nitrogen, Complete
with all respect with stand/wall mounting bracket
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
55 54.00 Providing and fixing weather proof, transparent 363.60 Mtr
BIRD SPIKES made out of UV stabilised
polycarbonate base of about 40mm width with
Professional Stainless Steel Spikes of 304 stainless
steel having 110mm height including fixing the
same on the exposed of protected ledges with
silicone, approved adhesive, screws or nails to
prevent birds roost, nest, perch etc. complete as
directed by Engineer-in-charge.
56 16.00 Providing and Constructing JUNCTION 2921.05 No
CHAMBER of size 0.35 x 0.35 x 0.60 m. including
connecting rainwater pipes, Half brick work with
15mm thick plaster in C;M 1:4, 50mm thick C.C.
1:2:4 in bed flooring & covered with Precast RCC
slab cover 100mm thick incl. all labour, material
excavation etc. complete.
57 9.00 Providing & Constructing FILTER CHAMBER of 13522.09 No
size 2.06 x 1.21 x 1.20 m. including connecting
rainwater pipes, half brick work with 15mm thick
plaster in C;M 1:4, 50mm thick C.C. 1:2:4 in bed
flooring & covered with Precast RCC slab cover
100mm thick incl. all labour, material , excavation
58 5.00 Providing & Constructing PERCOLATION 59032.21 No
SOCKWELL of 2.54 m internal clear diameter and
5.00 mt. depth incl. honey comb brick masonary in
C:M 1:C, 15mm thick plaster in C;M 1:4, 50mm
thick C.C. 1:2:4 in bed flooring & covered with
RCC top slab 100mm thick incl. filling with greval
etc. complete incl. all labour, material , excavation
59 26.00 Steel work welded in build up sections,framed work 9108.48 Quintals
including cutting, hoisting fixing in position and
applying a priming coat of red lead paint A) In
beams and joists, channels, angles,tees, flats with
connection plates or angle cleats as in main and
cross beams, hip and trussed purlins connected to
common rafters and the like.
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
60 80.00 Providing and Fixing 6 mm thick Lexan 1441.90 SQM
Polycarbonate multi wall roofing sheet fixed with
hilti screw and rubber silicon sealer and alluminium
strip of size 50 x 3 mm etc complete as directed by
Engineer in charge.
61 80.00 Applying priming coat over new steel and other 36.74 SQM
metal surface after over and including preparing the
surface by thoroughly cleaning oil, grease dirt and
other foreign matter and scoured with brushes fine
steel wool, scrapers and sand paper with ready
mixed priming paint brushing red lead.
62 80.00 Painting two coats (excluding priming coat) on new 92.20 SQM
steel and other metal surfaces with enamel paint
brushing, interior to give enamel paint brushing,
interior to give an even shade including cleaning the
surface of all dirt, dust and other foreign matter.
63 10264.80 Rolling & watering of earthwork in layers with 22.96 CUM
vibratory roller including filling in depressions
which occurs during the process
ELECTRIC ITEMS :
64 8.00 Point wiring for Light / Bell with 2-1.5 sq.mm & 449.45 Pt.
earth wire of 1.5 sq.mm (Green) both are of ISI
marked 1.1 KV grade FRLS PVC insulated multi
strand copper wires up to 10 mtr length , in below
type of pipe erected with 6A Modular type switch /
bell push & accessories and earth continuity of
following type, erected on PVC / Metallic/Wooden
box, single mounting base frame covered with
textured/metallic/white front plate modules erected
on / in wall / ceiling as per pipe erected, with
necessary Lamp holder/ceiling rose /
H.D.Connector as directed.
(a) with medium class Rigid PVC pipe and
accessories erected flushed on wall/ceiling complete
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
65 8.00 Point wiring for Individual Plug with & earth wire 475.71 Pt.
of 1.5 sq.mm (Green) both are of ISI marked
KV grade FRLS PVC insulated multi strand copper
wires up to 10 mtr length, in below type of pipe
erected complete with Modular type switch & 5 pin
Plug erected on PVC / Metallic/Wooden box
covered with appropriate front plate modules
erected on / in wall / ceiling as per pipe erected with
following type of accessories.
[I] For 6A Plug and 6 a switch with 2-1.5 sq.mm
Cu. Wire from nearby switchboard/mcb db board
(a) with medium class Rigid PVC pipe and
accessories erected flushed on wall/ceiling complete
66 14.00 Point wiring for on board Looped Plug with 6A 257.55 Pt.
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
67 8.00 Providing following type of Modular Type 25.25 Ea.
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.
(7) Blank Plate Single
68 10.00 (9) 16 Amp. SP one way switch 180.79 Ea.
69 10.00 (10) 6/16Amp. Universal socket 199.98 Ea.
70 8.00 (14) 10A/ 16A/ 20A Double Pole Modular MCB 410.06 Ea.
71 56.00 Providing and erecting ISI mark Medium class 24.24 Mtr.
RIGID PVC PIPES of following size complete to
be erected on/in wall or ceiling erected with
necessary PVC fittings & Junction boxes fixed with
adhesive solution & Clamps with following dia of
pipes, in approved manner as directed
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
72 350.00 Providing and erecting Mains with 1.1 KV grade 82.82 Mtr.
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
(A) With medium class Rigid PVC pipe and
(b) 2 wire 2.5 sq. mm
73 240.00 providing and erecting Mains with 1.1 KV grade 112.11 Mtr.
FRLS PVC insulated ISI marked stranded Copper
conductor wire in following type of pipe to be
erected in / on wall / ceiling with 2.5 sq. mm copper
conductor FRLS PVC insulated stranded wire of
green colour for earth continuity of following size
(A) with medium class Rigid PVC pipe and
(a) 2 wire 4 sq. mm
74 80.00 (A) with medium class Rigid PVC pipe and 147.46 Mtr.
(b) 2 wire 6 sq. mm
75 140.00 (A) with medium class Rigid PVC pipe and 260.58 Mtr.
(h) 4 wire 6 sq. mm
76 24.00 Replacing old and unserviceable by new providing 37.37 Mtr.
and erecting Mains with ISI marked, 1.5KV grade
electrolyte multi stranded, annealed copper
conductor with heat resistant PVC insulated
conforms to IS 694, IEC - 227 erected in existing
pipe of following size (Specifically for control
panel, relays, power switchgears, motor starters &
control wiring) with required size of copper lugs,
nuts and bolts if required.
(d) One wire 4.00 sq. mm
77 48.00 (e) One wire 6.00 sq. mm 56.56 Mtr.
78 24.00 (f) One wire 10.00 sq. mm 91.91 Mtr.
79 18.00 (i) One wire 35.00 sq. mm 300.98 Mtr.
80 4.00 (k) One wire 70.00 sq. mm 669.63 Mtr.
81 212.00 Replacing old and unserviceable by new Supplying 46.46 Mtr.
and erecting Flexible PVC insulated multi strand
multi core 1.1 kv grade ISI marked copper wires of
following size to be erected as directed.
(e) 1.50 Sq.mm 3 core round PVC sheathed
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
82 4.00 Providing & Erecting following Shockproof tissino 94.94 Ea.
type accessories erected on 3 mm thick PC
(Polycarbonate) sheet in PVC/ Metal/Wooden Box.
erected on wall/ ceiling.
(5) One no Single pole 16 A Switch & One no 6/16
A Universal Socket combined
83 4.00 Providing & erecting ISI marked 3 pin plug top. 32.32 Ea.
84 8.00 Supplying and erecting LED indoor fittings with 373.70 Ea.
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 < 15%,
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
(iv) 22-24 Watts, Surge - 2KV,IP-20, conventional
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
85 28.00 Replacing old and unserviceable by new Supplying 4997.48 Ea.
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
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.)
(A) Street Light (IP-65), Surge protection -4KV
integral and ,Light must have 440VAC line supply
with over-voltage protection.
(ii) above 48 to 60 Watts
86 32.00 (B) Flood Light (IP-65), Surge protection -4KV 6088.28 Ea.
integral and ,Light must have 440VAC line supply
with over-voltage protection.
(iii) Above 60 to 90 watts
87 12.00 (B) Flood Light (IP-65), Surge protection -4KV 7266.95 Ea.
integral and ,Light must have 440VAC line supply
with over-voltage protection.
(iv) above 90 to 120 watts
88 7.00 Replacing old and unserviceable by new Providing 6173.12 Ea.
and erecting Approved make Four pole moulded
case circuit breaker having breaking capacity ICU
of 25 KA. at 415 V,having normal current rating up
to 25 A to 100A. with Fixed 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 only Cat III
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
89 1.00 Providing and erecting Approved make Four pole 16221.61 Ea.
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
c/s. with all internal connections, spreader tinned
copper & complete erected in existing
ICS=100% of ICU only Cat III
90 1.00 Providing and erecting Approved make Earth fault 4687.41 Ea.
Relay suitable to mount with inter connection
suitable to following size of moulded case circuit
breaker having CT ratio & MCCB rating as
following along with shunt trip 220V AC. with all
internal connections & complete erected in existing
92 8.00 Providing and erecting following additional parts 873.65 Ea.
for panel mounting MCCBs
(A)Extended operating rotary handle with pad lock
with three position trip,off,on suitable for 25A to
250 A panel mounting cat-III
93 1.00 Replacing old and unserviceable by new Supplying 1961.42 Rn.Mtr.
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
(A) Suitable for 100 Amp. Capacity
94 1.20 (B) Suitable for 200 Amp. capacity 3202.71 Rn.Mtr.
95 72.00 providing and erecting Miniature circuit breaker 270.68 Ea.
single pole 0.5A to 2A system and having breaking
capacity 10 KA to be erected in existing box.
confirming to IS 8828/1996 with ISI Mark
96 32.00 providing and erecting Miniature circuit breaker 112.11 Ea.
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
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
97 8.00 Replacing old and unserviceable by new Providing 330.27 Ea.
& 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
98 10.00 Replacing old and unserviceable by new Providing 737.30 Ea.
& 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
99 2.00 Providing and erecting Sheet Steel powder coated 885.77 Ea.
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 &
without MCB to house appropriate nos. of
MCBs.(The DBs should be used of same company
of MCB to be used) suitable for
(A) single phase incoming and horizontal single
(b) sheet steel double door (IP-43)
100 2.00 (B) three phase incoming and single phase 2339.16 Ea.
horizontal type outgoing Per phase isolation type
(b) sheet steel double door
101 8.00 providing and erecting Approved make RCCBs 2235.13 Ea.
conforming to IS: 12640 and having sensitivity of
30 mA and Short Circuit withstand capacity of
KA and suitable for operation on single phase
V,50Hz. having characteristic of quick action &
tripping with all advance feature & do not
incorporate any electronic component. for following
Max. rating erected as directed
(ii) 40Amps. DP
102 6.00 Providing and erecting Annealed bare Copper wire 794.87 Kg
103 12.00 Providing and erecting Pipe type earthing having 368.65 Ea.
150 cms.long and 2.5 cms. dia. galvanised iron pipe
with coupling and buch buried in specially prepared
earth pit complete with necessary 8 SWG earth
104 12.00 For using salt and charcoal / coke as required for 171.70 Ea.
pipe type earthing.
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
105 2.00 Supplying & erecting earth pit of minimum bore 4591.46 Ea.
dia.150mm size approved make Earthing Electrode
consisting Pipe-in-Pipe Technology as per IS 3043-1987
made of corrosion free hot dipped G.I.Pipes having
Outer pipe dia of 50mm having 80-200 Micron
galvanising, Inner pipe dia of 25 mm having 200-250
Micron galvanising, connection terminal dia of 12mm
with constant ohmic value surrounded by highly
conductive compound with high charge dissipation
suitable for following type of applications with chamber
and heavy duty cover. (A)(approved make OEM has to
submit test certificate including value of earth resistance
of installation duly stamped and signed by agency and
officer Incharge has to ensure the value of earthing
resistane mentioned in test Certificate) & having back
filling compound of (B) Inner chemical (CCM
Compound)- Resistivity:- 0.2 ohm / meter testing as per
IEC 62561-2017, Voltage drop:- < 1 volt at no load &
dry form, Sulphar content:- <2%(C) Back fill
Compound :- Earthing compound should be capable to
retain moisture for long time Necessary test report must
be submitted by Agency.
(a) For Electrical Installation up to 440V in normal soil
Length of pipe - 1 Mtr
Back filling compound - 1 Nos Bag of 15 Kg.
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
106 2.70 Replacing old and unserviceable by new Providing & 10468.65 Sq.Mtr.
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-charge with erection of
supplied 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.
(The rates excludes the cost of switchgears, bus bars,
inter connecting mains & Copper Aluminium strips,
meters, Fuses etc. The dimension shall be measured
excluding base beams) The panel shall be supplied with
following approved manufacturers with following size.
(A) locally fabricated panel board
(i) with 350 mm depth
107 200.00 Providing , erecting , fabricating the M.S. structure 77.77 Kg.
as per requirement on site incorporating proper size
of M.S. angles,square,round, flats, bars, channels,
sections complete with cutting, welding, grinding &
finishing duly painted with one coat of red oxide
with erection on site as per direction of engineer in
charge with necessary grouting, cementing,
plastering & finishing complete.
108 416.00 Providing and erecting XLPE(IS:7098)(I)-88 ISI 92.92 Mtr.
armoured cable Aluminium conductor for 1.1 KV.
to be laid on wall with necessary clamps or in
existing trench / pipe of following size of cables.
(B) 2 core 6 Sq. mm
109 260.00 Replacing old and unserviceable by new Providing 284.82 Mtr.
and erecting XLPE(IS:7098)(I)-88 ISI armoured
cable multistrand Aluminium conductor for
KV. to be laid on wall with necessary clamps or in
existing trench / pipe of following size of cables
(C) 3 1/2 core 50 Sq. mm ( 25 Sq.1/2 mm core)
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
111 1010.00 Replacing old and unserviceable by new Providing 126.25 Mtr.
and erecting XLPE (IS:7098)(I)-88 ISI armoured
cable multistrand / Solid Aluminium conductor for
1.1 KV. to be laid on wall with necessary clamps or
in existing trench / pipe of following size of cables
(B) 4 core 6 Sq. mm
112 588.00 Making trench in Hard Murrum / Tar Road of 74.74 Mtr.
suitable width of 90 cm or required depth for
laying any size of cable or locating the fault all
over the run and back filling the same and making
the surface as normal ground.
113 250.00 (B) If additional machinery like hammer driller or 357.54 Mtr.
114 594.00 Providing & laying approved make Double walled 62.62 Mtr.
corrugated pipes (DWC) of
polyethylene(conforming to IS 14930 II )with
necessary connecting accessories of same material
at required depth in existing trench for laying of
cable. below ground / road surface for enclosing
(A)50 mm outer dia
115 254.00 (C))90 mm outer dia 95.95 Mtr.
116 104.00 Providing and, fixing heavy duty flange type brass 38.38 Ea.
cable gland with rubber ring for PVC insulated
armoured cable complete with out going tails,
insulating tape etc for following size of cables.
(B) 2 to 4 core 6 Sq. mm
117 2.00 Providing and, fixing heavy duty flange type brass 75.75 Ea.
double compression type cable gland with rubber
ring for PVC insulated armoured cable complete
with out going tails, insulating tape etc for
following size of cables.
(B) 3 & 1/2 core 35/50 Sq. mm
119 312.00 Solder less crimping type Aluminium lugs 6.06 Ea
conforming to IS suitable for cable of following
size evenly crimped with high pressure tool &
connected to switchgear terminals with
brass/cadmium plated nut bolts in an approved
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
124 8.00 Supplying and erecting approved make double ball 6438.75 Ea.
bearing oscillating type Heavy duty bracket fan with
Aluminium Blades A.C. 23OV. 50cy/s wall
mounted with height adjustment and rotary tilting
device complete with guard, wall bracket,mounting
accessories as directed.
125 12.00 Supplying and erecting approved make Octagonal 6874.06 Ea.
pole made from HR sheet steel. The pole should be
made as per IS. and shall be coated with hot dip
galvanizing as per IS 2629/2633/4759, suitable
suspend local wind speed with integral Junction box
consist of terminal plate of min 6mm Hylam sheet,
standard profile 35mmX7.5mm Din-Rail for MCB
Mounting, stud type terminal and arrangement for
cable termination to be erected With Suitable
foundation (Included) as per details given by
manufacturer considering site requirement.
(C) 5 Mtr. Long 70 mm Top X 130 mm bottom
dia, 3 mm thickness with 200mmX200mmX12mm
base plate, 4-M16 Bolts and 600mm long with
necessary G.I. J Bolts .Approx Pole weight 46 kg
126 48.00 Supplying & erecting approved make SMC press 297.95 Ea.
moulded composite FRP. loop-in, loop-out approx.
2mm thick box complete with Bakelite connector
strip 5way(3P+N+E),DIN rail for mounting mob &
hinged doors as per requirement having locking
arrangements with mounting clamp with nuts, bolts
& washers suitable for erection on pole with cable
clamps& earth bolt of following size of box.
(D) 140mm x 140mm x 100mm [deep]
127 12.00 Providing and erecting Street Light pole bracket 916.07 Ea.
comprising main B Class MS pipe of 4.2 cm/require
outside dia. complete with suitable B Class M.S.
sleeve tubing of approx. 45cms.length and suitable
for 76.5 mm /80mm / required size of pole top
having sufficient fasteners for fixing the brackets
and having spread of 1.5.mtr. length with
deg.with vertical plane & suitable welded stays,
reducer and with check nuts complete painted with
one coat of Red oxide / PU base primer and two
coats of Aluminium / PU paint. paint with
following nos of arms.
[B] Double Arm Bracket 1.5 Mtr
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
128 8.00 Supplying and erecting B class Galvanized iron 215.13 Mtr.
pipe having smooth finished bore of the pipe on
both ends erected nuts and bolts along the pole /
wall shaping the pipe as per site requirement. Pipe
dia as following.
129 2.00 Supplying & erecting approved make Digital time 3168.37 Ea.
switch having lithium cell 6 years operative and
operate battery backup 1 channel day clock with
memory programme, suitable to operate on 240V +
5%, 16A with, floating contacts Minimum
switching setup time 1 minimum & LCD display.
Also comprised permanent ON/OFF switching.
Programming switches & housed in fire proof
thermoplastic enclosure & transparent cover erected
as required with necessary connection erected as
130 2.00 Supplying & erecting power contactor ,AC3 duty 2782.55 Ea.
for time switch complete erected as per direction
(D) 4 pole 440V 40 Amp.
131 1.00 Providing & erecting water cooler having storage 55893.40 Ea.
capacity 150 Ltr. & cooling capacity 150 Ltr.per
hour @ an ambient temp of 45˚ C. The outlet temp.
of the water should drop by 15˚C within a hour, The
water cooler should be comprising of hermetically
sealed compressor, fan motor, condensing unit,
water tank surrounded by evaporating, coil,
thermostats, relay etc.complete with necessary inlet
& outlet connection. The body of water cooler will
be made from Stainless Steel.
132 1.00 Supplying & erecting 5 stage single reverse osmosis 29187.99 Ea.
water purification system with M.S. powder coated
frame, prefilter housing with 'O' ring presediment
filter GAC filter, carbon filter suitable buster DC
pump capacity 80 psi, mention with 40 psi inline
type post carbon filter auto low & high pressure
switches with following size of storage tank & LPH
capacity & erected as directed
[C] 50 Ltr / Hr with 150 psi 2 nos booster pump
133 2.00 Supplying and erecting approved make single phase 8149.69 Ea.
servo controlled voltage stabilizer suitable for input
voltage range 180/25OV. And output voltage range
225/235V. A.C. complete erected.
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
134 2.00 Supplying and erecting approved make online Un- 82941.20 Ea.
interruptible Power Supply system comprising flat
cum-boost charger with IGBT base rectifier &
Inverter & sealed maintenance free SMF batteries.
The charger having operating capacity for input 160-
270V AC & inverter having output 230V,50 Hz
Ac with 0.8 load power factor with battery,
over/under voltage output with over load & short
circuit protection equipment. The system housed in
CRC sheet duly powder coated paint with following
power backup.with MS painted batteries stand, 10%
Overload capacity for momentary load.
(C) 3 KVA with 1Hr Backup
135 2.00 Supplying and erecting approved make panel 1275.63 Ea.
mounting type Digital Voltmeter having 3 digits
LED display, 0 to 750 AC Volts range erected on
existing panel board with all connection, wiring etc
.with manufacturers calibration certificate.
136 2.00 Supplying and erecting approved make panel 1558.43 Ea.
mounting type Digital Ammeter having 3 digits
LED display, external CT operated, calibrated for
to 1000 Amps suitable to operate on 500 Volt AC
erected on existing panel board with all connection,
wiring etc .with manufacturers calibration
137 4.00 Supplying and erecting Ammeter / Voltmeter 317.14 Ea
selector switch for 3 phase AC Supply 500 V on
existing panel board with necessary connections.
138 6.00 Providing & erecting L.T. Current Transformer 274.72 Ea
with bar primary 50/5 to 1000/5 ratio 15 VA burden
erected in existing CRCA box duly secured with
insulating materials connected to the meter
139 6.00 Replacing old and unserviceable by new Supplying 43.43 Ea
and erecting approved make suitable panel indicator
LED type lamp, lens cover, complete erected with
necessary connections.
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
140 1.00 Supplying & erecting approved make motor 7722.46 Ea
control cubical panel (Direct - on - line) made from
16 G. CRCA sheet duly epoxy powder painted
inside and outside with hinged doors and locking,
arrangement consisting of suitable size of ON- OFF
isolator (AC - 3/23duty) main fuses, single phasing
preventer, indicating lamps for R- Y - B phases,
overload relay, Automatic water level controller,
Ammeter, Voltmeter each with two way selector
switch incoming, wires duly socket crimped, main
contactor & overload relay, start - stop push
buttons, to be erected on angle iron frame grouted
on wall as directed. The isolator, overload relay &
contactors will be of L & T, Siemens or BCH make
(A) DOL up to 5.0 H.P.
141 1.00 S.I.T.C. submersible pump set suitable for bore of 22374.53 Ea
100 mm. dia. or more having three phase motor
capacity not more than 5 H.P. with following
capacity . Lifting and Lowering taken extra.
(B) (16 stage) 140 to 180 LPM discharge at 96 to
mtrs. head respectively suitable for 50mm dia.
142 1.00 Lowering of submersible motor pump set at the 2568.43 Per Job
depth of following ,complete with required. Nos.
and size of casing pipes erected by means of proper
chain pulley block & pipe wrenches after checking
of threads of each pipe with coupling to take the
load of the pump set and pipe assembly filled up
(B)Above 60 mtrs. and Up to 120 mtrs.
143 200.00 Providing and erecting ISI marked PVC insulated 146.45 Mtr.
PVC Sheathed Flat flexible Submersible copper
cable approved make of following Size.
(C) 3 Core x 4 Sq. mm
" I / We Am / Are willing to carry out the work @ __________ % @
(should be written in Figures and Words) of the estimated rates mentioned above, Amount of
My / Our tender works out as under :-
Estimated Amount Put to tender. Estimated Amount Put to tender.
Add. _______ % Above Rs. ____________ Deduct _______ % Below Rs. __________
It. Qty Estimated Item of work Estimated rate Unit Total Amount
It. Qty Estimated Item of work Estimated rate Unit Total Amount
No but may be In Figures In words according to
In Words In Words
1 All work shall be carried out as per P.W.D. Hand Book and other specification of the Division or as directed.
2 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all conditions, site
moisture, weather etc.
3 The contractor shall exhibit the details of work, tender amount, specifications as per Govt. circular No. BDG / 3277 / 1657 Dated. 26-4-1978 and G.R. No.
TNC/ 1090-24 C, Dated. 18-11-91 as directed by the Engineer-in-charge on the work site for which contractor
4 Testing of materials as per statement attached with the specifications. The materials shall be tested in G.E.R.I. Bill for testing shall be paid by the department
and 1 % (One percentage) of amount put to tender after deduction the cost of cement & steel mentioned in clause 59(a)
5 In R.C.C. item where there is change of grade mix or change as per actual mix design the difference of of cement consumption shall be added / deducted
from rate of original item at the rate mentioned in tender.
6 For earthquake resistance provision the works shall be carried cut as per the instruction of Engineer in charge.
7 The other conditions of Schedule "B" will remain unchanged.
8 Labor Cess 1 % (One Percent) of Bill Amount shall be recovered from contractor of building or other construction works. (Resolution of Employment and
condition Act 1996)
Signature of Contractor Executive Engineer
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Building Specification Part-I.pdf
Building Specification Part-III.pdf
Building Specification Part-II.pdf
Building Specification Part-IV.pdf
E Tender Notice.pdf
SBD.pdf
Material testing Schedule.pdf
Specification Index.pdf
Additional Specification.pdf
Steel Consumption Statement.pdf
Cement Consumption Statement.pdf
Electrical Condition.pdf
BOQ.pdf
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