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Tender Value
₹3.5 Cr
EMD Value
₹3.5 L
Closing Date
6 Jul 2026, 6:00 pmDue tomorrow
Executive Engineer,Tapi (R & B) Division,Vyara
Construction of B-TYPE 4 Unit and C-TYPE 4 Unit at Kukarmunda Dist-Tapi
315233
05 OF 2026-27
Open
Civil Works - Buildings
Tapi
18 documents required · 16 mandatory · 2 optional
₹6,000
Executive Engineer,Tapi (R & B) Division,Vyara
₹3.5 L
18 Jun 2026
18 Jun 2026
18 Jun 2026
6 Jul 2026
18 Jun 2026
Construction of B-TYPE 4 Unit and C-TYPE 4 Unit at Kukarmunda Dist-Tapi
BILL OF QUANTITIES
Percentage Rate Tender
Item Description of Item Quantity Unit Rate In figures Amount
1 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 1276.00 Cumt 119.12
useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose
2 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out 724.00 Cumt 165.69
and stacking of useful materials and disposing off the excavated stuff upto
Meter lead.(B) Dense or Hard soil
3 Filling in foundation and plinth with sand in layers of 20 cm. Thickness including 53.00 Cumt 470.39
watering ramming and consolidating etc. comp.
4 Filling available excavated Earth (Excluding Rock) in trench plinth side of 895.50 Cumt 133.65
foundation . in layer not excluding 20 cm in depth consolidation each deposited
layer by ramming and watering etc. complete
5 Filling foundation and plinth with murrum or selected soil in layer of 20 cm in 16.00 Cumt 296.29
thickness including ramming watering and consolidating etc. complete
6 Applying general insecticide pest control treatment to floors, cupboards etc 351.50 Sqmt 50.71
including labour materials etc. complete. Using Imidacloprid 30.5 SCas Per IS
part -II( (0.075% concentration by mass) is recommended 10.5ml chemical diluted
with 5 liters of water application 0.5 litre chemical /Sqm of surface is recommended
7 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- machine 23.50 Cumt 3080.90
cut stone aggregates 40 mm nominal size) and curing complete excluding cost of
formwork in (A) Foundation and Plinth
8 Providing and laying controlled cement concrete M150 for curing complete 210.50 Cumt 4223.16
including cost of formwork but excluding the cost of reinforcement for reinforced
concrete work in (A) Foundations, footings,Base of columns, Plinth Slab and Mass
9 Providing and laying controlled cement concrete M250 and curing complete 285.00 Cumt 4620.99
including the cost of formwork and excluding reinforcement for reinforced concrete
work in (A) Foundations, footings and Mass concrete. Footing
10 Providing and laying controlled cement concrete M250 and curing complete 30.50 Cumt 7351.11
including the cost of form work but excluding the cost of reinforcement for
reinforced concrete work in Columns, pillars posts and struts Column Up to Plinth
11 Providing and laying controlled cement concrete M200 and curing complete 42.00 Cumt 7304.36
including the cost of form work but excluding the cost of reinforcement for
reinforced concrete work in Columns, pillars posts and struts Ground Floor
12 Providing and laying controlled cement concrete M200 and curing complete 22.50 Cumt 7304.36
including the cost of form work but excluding the cost of reinforcement for
reinforced concrete work in Columns, pillars posts and struts First Floor
13 Providing and laying controlled cement concrete M200 and curing complete 22.50 Cumt 7345.62
including the cost of form work but excluding the cost of reinforcement for
reinforced concrete work in Columns, pillars posts and struts Second Floor
14 Providing and laying controlled cement concrete M200 and curing complete 12.50 Cumt 7386.88
including the cost of form work but excluding the cost of reinforcement for
reinforced concrete work in Columns, pillars posts and struts Third Floor
15 Providing and laying controlled cement concrete M250 and curing complete 67.00 Cumt 6236.84
including the cost of form work but excluding the cost of reinforcement for
reinforced concrete work in Ground & Plinth BEAMS
16 Providing and laying controlled cement concrete M150 and curing complete 65.50 Cumt 5318.56
including the cost of formwork and excluding reinforcement for reinforced concrete
work in (C) Plinth Slabs
17 Providing and laying controlled cement concrete M200 and curing complete 42.50 Cumt 6199.86
including the cost of formwork and excluding reinforcement for reinforced concrete
work in (C) Ground Floor Beams
18 Providing and laying controlled cement concrete M200 and curing complete 37.50 Cumt 6199.86
including the cost of formwork and excluding reinforcement for reinforced concrete
work in (C) First Floor Beams
19 Providing and laying controlled cement concrete M200 and curing complete 37.50 Cumt 6241.12
including the cost of formwork and excluding reinforcement for reinforced concrete
work in (C) Second Floor Beams
20 Providing and laying controlled cement concrete M200 and curing complete 7.00 Cumt 6282.38
including the cost of formwork and excluding reinforcement for reinforced concrete
work in (C) Third Floor Beams
21 Providing and laying controlled cement concrete M200 and curing etc. complete 2.50 Cumt 6499.46
including the cost of form work and reinforcement for reinforced concrete work in
(C) Chhajja for First Floor
22 Providing and laying controlled cement concrete M200 and curing etc. complete 2.00 Cumt 6540.72
including the cost of form work and reinforcement for reinforced concrete work in
(C) Chhajja for Second Floor
23 Providing and laying controlled cement concrete M200 and curing etc. complete 1.00 Cumt 6581.98
including the cost of form work and reinforcement for reinforced concrete work in
(C) Chhajja for Third Floor
24 Providing and laying controlled cement concrete M200 and curing etc. complete 2.00 Cumt 7498.50
including the cost of form work and reinforcement for reinforced concrete work in
(C) Lintal for Ground Floor
25 Providing and laying controlled cement concrete M200 and curing etc. complete 3.00 Cumt 7498.49
including the cost of form work and reinforcement for reinforced concrete work in
(C) Lintal for First Floor
26 Providing and laying controlled cement concrete M200 and curing etc. complete 3.00 Cumt 7539.75
including the cost of form work and reinforcement for reinforced concrete work in
(C) Lintal for Second Floor
27 Providing and laying controlled cement concrete M200 and curing etc. complete 1.00 Cumt 7581.00
including the cost of form work and reinforcement for reinforced concrete work in
(C) Lintal for Third Floor
28 Providing and laying controlled cement concrete M200 and curing complete 48.00 Cumt 6704.65
including the cost of formwork and excluding reinforcement for reinforced concrete
work in (C) Ground Floor Slab
29 Providing and laying controlled cement concrete M200 and curing complete 41.00 Cumt 6704.65
including the cost of formwork and excluding reinforcement for reinforced concrete
work in (C) First Floor Slab
30 Providing and laying controlled cement concrete M200 and curing complete 41.50 Cumt 6745.91
including the cost of formwork and excluding reinforcement for reinforced concrete
work in (C) Second Floor Slab
31 Providing and laying controlled cement concrete M200 and curing complete 7.00 Cumt 6787.17
including the cost of formwork and excluding reinforcement for reinforced concrete
work in (C) Third Floor Slab
32 Providing and laying controlled cement concrete M200 and curing etc. complete 8.50 Cumt 8367.39
including the cost of form work and excluding the cost of reinforcement etc.
complete in (E) Stair case for Ground Floor to First floor
33 Providing and laying controlled cement concrete M200 and curing etc. complete 7.00 Cumt 8367.39
including the cost of form work and excluding the cost of reinforcement etc.
complete in (E) Stair case for First Floor to Second Floor
34 Providing and laying controlled cement concrete M200 and curing etc. complete 7.00 Cumt 8408.65
including the cost of form work and excluding the cost of reinforcement etc.
complete in (E) Stair case for Second Floor to Third Floor
35 Providing and laying controlled cement concrete M200 and curing etc. complete 26.00 Cumt 10414.84
including the cost of form work and excluding the cost of reinforcement etc.
complete in RCC Vertical and Horizontal wall for Ground Floor
36 Providing and laying controlled cement concrete M200 and curing etc. complete 7.50 Cumt 10414.84
including the cost of form work and excluding the cost of reinforcement etc.
complete in RCC Vertical and Horizontal wall for First Floor
37 Providing and laying controlled cement concrete M200 and curing etc. complete 7.50 Cumt 10456.10
including the cost of form work and excluding the cost of reinforcement etc.
complete in RCC Vertical and Horizontal wall for Second Floor
38 Providing and laying controlled cement concrete M200 and curing etc. complete 20.50 Cumt 10497.36
including the cost of form work and excluding the cost of reinforcement etc.
complete in RCC Vertical and Horizontal wall for Third Floor
39 Providing and laying controlled cement concrete M200 for RCC work and curing 10.50 Cumt 6437.24
complete including the cost of form work but excluding the cost of reinforced
concrete work in Coping on Ground Floor
40 Providing and laying controlled cement concrete M200 for RCC work and curing 5.50 Cumt 6437.24
complete including the cost of form work but excluding the cost of reinforced
concrete work in Coping on First Floor
41 Providing and laying controlled cement concrete M200 for RCC work and curing 5.50 Cumt 6478.49
complete including the cost of form work but excluding the cost of reinforced
concrete work in Coping on Second Floor
42 Providing and laying controlled cement concrete M200 for RCC work and curing 2.00 Cumt 6519.75
complete including the cost of form work but excluding the cost of reinforced
concrete work in Coping on Third Floor
43 Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending, 103941.00 Kg 95.43
binding and placing in position complete upto floor two level
44 Providing and fixing 90 cm Height Stainless Steel Railing made from anticorrocive 139.50 Rmt 3626.51
316 grade S S pipe of 50 mm dia (16 Gauge) as hand rail with S S 316 grade Baluster
of 38 mm dia Box pipe (16 Gauge) as a vertical support fixed in RCC slab at 1.2m c/c
including three horizontal S S pipes of 25 mm dia (16 Gauge) at eqal distance fixed
by 18.75 mm dia (16 Gauge) S S pipe with baluster including accessories as per
detailed drawing as directed etc. complete.
45 Providing and fixing 30 cm Height Stainless Steel Railing made from anticorrocive 107.00 Rmt 3164.53
316 grade S S pipe of 50 mm dia (16 Gauge) as hand rail with S S 316 grade Baluster
of 38 mm dia Box pipe (16 Gauge) as a vertical support fixed in RCC slab at 1.2m c/c
including three horizontal S S pipes of 25 mm dia (16 Gauge) at eqal distance fixed
by 18.75 mm dia (16 Gauge) S S pipe with baluster including accessories as per
detailed drawing as directed etc. complete.
46 Brick work using common burnt clay building bricks having crushing strength not 30.00 Cumt 4121.55
less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement :
5 -fine sand) (B) Conventional below plinth
47 Brick work using common burnt clay building bricks having crushing strength not 174.00 Cumt 4403.40
less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement :
5 -fine sand) (B) Conventional Ground FLoor
48 Brick work using common burnt clay building bricks having crushing strength not 80.00 Cumt 4403.40
less than 35 kg./Sq.Cm. in super structure in Cement Mortar 1:5. (1- Cement : 5 -fine
sand) (B) Conventional First FLoor
49 Brick work using common burnt clay building bricks having crushing strength not 80.00 Cumt 4444.90
less than 35 kg./Sq.Cm. in super structure in Cement Mortar 1:5. (1- Cement : 5 -fine
sand) (B) Conventional Second FLoor
50 Brick work using common burnt clay building bricks having crushing strength not 26.50 Cumt 4486.40
less than 35 kg./Sq.Cm. in super structure in Cement Mortar 1:5. (1- Cement : 5 -fine
sand) (B) Conventional Third FLoor
51 Half Brick masonry in common brunt clay building bricks having crushing strength 30.00 Sqmt 669.34
not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in
foundation and plinth (B) Conventional in super structure. for Ground Floor.
52 Half Brick masonry in common brunt clay building bricks having crushing strength 129.50 Sqmt 669.34
not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in
foundation and plinth (B) Conventional in super structure. for First Floor.
53 Half Brick masonry in common brunt clay building bricks having crushing strength 129.50 Sqmt 675.49
not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in
foundation and plinth (B) Conventional in super structure. for Second Floor.
54 Providing and fixing 150 mm wide, approved quality chicken wire mesh at junction 440.00 Sqmt 295.93
of brick work and RCC work or two dissimilar surfaces, at all heights fixed by nails,
rowal plugs or tag by cement mortar 1:3 before applying the plaster, including
curing, scaffolding all complete as directed.
55 Providing 20 mm thick double coat mala cement plaster on interior brick / concrete 832.50 Sqmt 285.35
work for plastering comprising of base coat of 12 mm thick cement plaster in
cement mortar (1 Cement : 4 coarse sand) in rough finishing and 8 mm thick top
coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished with trovel including
scaffolding curing, 10x10 mm grooves etc. complete. For Ground Floor
56 Providing 20 mm thick double coat mala cement plaster on interior brick / concrete 916.50 Sqmt 285.35
work for plastering comprising of base coat of 12 mm thick cement plaster in
cement mortar (1 Cement : 4 coarse sand) in rough finishing and 8 mm thick top
coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished with trovel including
scaffolding curing, 10x10 mm grooves etc. complete. For First Floor
57 Providing 20 mm thick double coat mala cement plaster on interior brick / concrete 917.00 Sqmt 312.74
work for plastering comprising of base coat of 12 mm thick cement plaster in
cement mortar (1 Cement : 4 coarse sand) in rough finishing and 8 mm thick top
coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished with trovel including
scaffolding curing, 10x10 mm grooves etc. complete. For Second Floor
58 Providing 20 mm thick double coat mala cement plaster on interior brick / concrete 292.00 Sqmt 340.13
work for plastering comprising of base coat of 12 mm thick cement plaster in
cement mortar (1 Cement : 4 coarse sand) in rough finishing and 8 mm thick top
coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished with trovel including
scaffolding curing, 10x10 mm grooves etc. complete. For Third Floor
59 Providing 10 mm. Thick cement plaster in single coat for plastering on ceiling and 424.50 Sqmt 155.22
soffits of stairs and finished even and smooth in : (I) Cement mortar 1:4 (1 cement
: 4 sand) including Mala troveled finish etc. complete. Ground Floor
60 Providing 10 mm. Thick cement plaster in single coat for plastering on ceiling and 355.50 Sqmt 155.22
soffits of stairs and finished even and smooth in : (I) Cement mortar 1:4 (1 cement
: 4 sand) including Mala troveled finish etc. complete. First Floor
61 Providing 10 mm. Thick cement plaster in single coat for plastering on ceiling and 355.50 Sqmt 179.19
soffits of stairs and finished even and smooth in : (I) Cement mortar 1:4 (1 cement
: 4 sand) including Mala troveled finish etc. complete. Second Floor
62 Providing 10 mm. Thick cement plaster in single coat for plastering on ceiling and 47.00 Sqmt 203.17
soffits of stairs and finished even and smooth in : (I) Cement mortar 1:4 (1 cement
: 4 sand) including Mala troveled finish etc. complete. Third Floor
63 20 mm thick Sand faced cement plaster with 18x8 mm grooves as suggested by this 2263.50 Sqmt 389.86
office consisting of 12 mm thick backing coat of C.M. 1:3 ( 1 cement : 3 coarse sand )
and 8 mm thick finishing coat of C.M. 1:1 ( 1 cement : 1 coarse sand) for all heights
as directed etc. complete. and as per pattern sample aprroved by the architect or
directed engineer in-charge
64 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 61.00 Rmt 43.22
65 Applying two coats of Acrylic lapy (putty) & two coats of primer of approved brand 3923.50 Sqmt 40.59
and manufacture on new wall surface to give an even shade including thoroughly
brushing the surface free from mortar dropping and other foreign matter and sand
papered smooth.
66 Wall painting (Three coats) with plastic emulsion paint of approved brand and 2741.00 Sqmt 187.86
manufacture on undecorated wall with WITH ONE WALL TO HIGHLIGHT IN
SPECIAL EFFECT (ROYALE PLAY) COLOUR surface to give an even shade including
throughly brushing the surface free from mortar droppings and other foreign
matter and sand papered smooth.
67 Painting (three coats) with plastic emulsion paint of approved brand and 1183.00 Sqmt 86.92
manufacture on undecorated ceiling surface to give an even shade including
throughly brushing the surface free from mortar droppings and other foreign
matter and sand papered smooth.
68 Wall Painting (Two coats) with weather proof + one coat Primer 100% acraylic 2255.00 Sqmt 133.93
emulsion paint of approved brand and manufacture and of required shade on
exterior wall surface to give an even shade over and including primery coat with
Alkaly resistance primer of approved brand after thoroughly brushing surface to
remove all dust and remains of loose powdered material etc. copm. for all height
69 Providing And filling with good quality cinder (steam coal) as directed by engineer 16.00 Cumt 496.92
in charge in sunks in layers of 15 cm thick,including watering,placing ,ramming well
etc as directed, for all floor.
70 Providing Water proofing Treatment on Sunk Slab including cement concrete 93.50 Sqmt 376.63
flooring 1:2:4 (1-cement : 2-coarse sand : 4-graded stone aggregate 20mm nominal
size) laid in one layer and finished with a floating coat of neat cement average
50mm thick to Prepare slope including water proofing chemical etc. Complete for
Sunk Slab All Floor.
71 Providing and laying water proofing treatment with china mosaic tiles flooring 358.00 Sqmt 1153.42
over avg 50 mm C.C. 1:2:4 bedding for maintaining slope for plain and curve surface
& 12 mm to 20 mm of broken piece not more than 2.5CM of ceramic / glazed tiles (
one for more colour as directed ) to be laid over cement mortar bedding of C M 1:3
(1 cement : 3 sand ) contain water proofing materials per bag of cement useas
specified by manufactured and slops to be tempered to bring mortar up to surface
with using white cement and colour pigment including rounding of junctions and
extending them up to 15 cm along the wall and curing with bends any patens or
design as per drawing and cleaning by using oxalic acid etc. complete.
72 Providing & fixing in position standard extruded Aluminum Three track (3 shutter + 47.00 Sqmt 3781.44
1 Mosquito net shutter) with Standard Extruded Colour Anodied Alluminium
Section Equivalent to Jindal Series E (30mm) Section Numbered: Frame -Bottom
with Weep Holes -20928, Frame Top & Side-20837 ,Shutter Top & Bottom
Shutter Inter Lock -20550 ,Shutter Side (handle) -20549 With 5mm thick
Transparent Tinted Float Glass With EPDM Rubber Gasket, Air Lock Stirip dd
another shutter fitted with SS wire mosquito mesh jali in the same Aluminium
shutter section and Finishing , Joint With Section Sealant, With Power Coated
Standard Alluminium Fitting.with as per window size including all required
materials labours and equipments as per detailed drwg. as directed.
73 Providing and fixing in position standard extruded Aluminium three-track sliding 7.00 Sqmt 4481.37
window (2 shutters + 1 mosquito net shutter) made of colour anodized extruded
Aluminium sections equivalent to Jindal Series E (30 mm), comprising: Frame
Bottom with weep holes – Section No. 20928, Frame Top & Side – Section No.
20837, Shutter Top & Bottom – Section No. 20993, Shutter Interlock – Section No.
20550, and Shutter Side (handle) – Section No. 20549. The shutters shall be fitted
with 5 mm thick transparent tinted float glass fixed with EPDM rubber gasket, and
one shutter provided with SS wire mosquito mesh jali in the same Aluminium
shutter section. The system shall include air lock strip, joint sealing with approved
sealant, and finishing with powder-coated standard Aluminium fittings, complete as
per window size and detailed drawings. The rate shall be inclusive of all materials,
fittings, fixtures, labour, equipment, and accessories, and the work shall be carried
out as directed by the Engineer-in-Charge.
74 Providing & Fixing in position standard extruded approved colour anodised 6.00 Sqmt 1874.56
Aluminum Ventilator with outer frame (of Jindal Section No.21458,@ Wt0.650
kg/Rmt ) with 5mm thick Bajari figure adgesteble tinted louvers glass fixed to
alluminium strip blade including fixtures, fastenning, labours and equipments as
per detailed drawing as directed. For Ventilators
75 Providing and fixing 35 mm thick flush single door shutter, solid core type, 125.20 Sqmt 4317.75
conforming to IS:2202 and ISI approved, mounted in a wooden frame of size
mm × 50 mm for durable grip of hinges. The shutter shall be finished with 1 mm
thick decorative laminate on both sides, with machine-glued PVC banding on the
periphery. The work shall include providing and fixing 600 mm long stainless steel
handles on both sides, stainless steel fixtures, locking arrangement of approved
standard make, and fixing of 4 nos. 150 mm long stainless steel hinges per shutter.
All fittings, fasteners, accessories, labour, and materials shall be included, with
sample and shade approved by the Engineer-in-Charge.
76 Providing and laying 60 x 60 cm Machine polished Machine cut Kota Stone slab 79.00 Sqmt 1084.30
flooring over 20 mm (average)thick base of cement mortar 1:6 (1-cement 6-coarse
sand) or L.M 1:1.5 (1 Lime putty : 1.5 coarse sand laid over and jointed with grey
cement slurry mixed with pigment to match the shade of slab including rubbing and
polishing etc.complete (A) 30mm thick
77 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring treads of 54.00 Sqmt 1099.95
steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-
coarse sand ) finishing with flush pointing in white cement.
78 P & L 24" x 24" Soluble salt vitrified 8 mm thick tile flooring over 20 mm (average) 352.00 Sqmt 1146.26
base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on
existing flooring by adhesive material including dismentaling of existing flooring
and jointed with color cement slurry including finised with flush pointing &
cleaning the surface etc. complete for DARK shade
79 Providing and laying antiskid ceramic tiles 30 x 30 cm size 6 mm thick in flooring 186.00 Sqmt 929.39
treads of steps and landing laid on a bed of 12 mm thick cement mortar 1:3(1-
cement:3-coarse sand)finishing with flush pointing in white cement
80 Providing and laying glazed tiles tiles size 60 x 30 cm 6 mm thick in skirting risers 348.00 Sqmt 1477.25
of steps and dedo on 10 mm thick cement plaster 1:3 (1-cement:3coarse sand) and
jointed with colour cement slurry
81 Providing and fixing staircase riser with 600x600x10 mm thick Soluble Salt Vitrified 195.00 Sqmt 1553.38
Tiles projecting, nozing rounded moulding in tread laid over 12 mm (av.) thick
bases of cement mortar 1:6 (1-cement : 6-coarse sand) jointed with grey or colour
cement slurry including rubbing and polishing incl. making Three No.s of grooves
of size 3mm X 3mm along the length of treads etc. complete
82 Providing and fixing polished 18 mm thick black granite Shalves with full round 276.50 Sqmt 2651.25
edge and double side polished of approved quality fixing with cement slurry &
adhesive including moulding of both exposed edges as directed by engineering in
charge etc. complete.
83 Providing and fixing mirror polished 18-20 mm thick Granite stone with full round 191.00 Sqmt 2930.01
edge and polished of approved quality in clading on sill and around the doors/
windows/ ventilation with 12 mm thick cement mortor CM (1:4) and fixing with
cement slurry & adhesive including moulding of exposed edges as directed by
engineering in charge etc. complete.
84 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 715.50 Sqmt 704.07
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
85 Providinfg and fixing Safty grills of required pattern for windows/ Door using 1654.00 Kg 111.10
necessary 12x12 mm M.S. Square bar, M.S flats and other structural steel at
required spacing including cutting, welding and fabriction etc. including one coat of
primer of approved quality and two coats of oil painting as per detail drawing etc
86 Providing erecting and fixing double coated Syntex PVC. (ISI) water tank of required 10000.00 Litre 3.95
capacity each with all necessary fittings and connection etc. complete on terrace.
87 Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe ( SCH- 280.00 Rmt 195.67
40) for cold water including fittings as approved by Engineer In Charge. Pipe shall
be fixed on the wall with the help of clamp at every two metre C/C or shall be
concelled as directed including necessary fittings etc. including testing of pipe and
joints and fixing the same with adhesive solvent, including cost of all materials.
88 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( SCH- 280.00 Rmt 148.12
40) for cold water including fittings as approved by Engineer In Charge. Pipe shall
be fixed on the wall with the help of clamp at every two metre C/C or shall be
concelled as directed including necessary fittings etc. including testing of pipe and
joints and fixing the same with adhesive solvent, including cost of all materials.
89 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH- 400.00 Rmt 91.84
40) for cold water including fittings as approved by Engineer In Charge. Pipe shall
be fixed on the wall with the help of clamp at every two metre C/C or shall be
concelled as directed including necessary fittings etc. including testing of pipe and
joints and fixing the same with adhesive solvent, including cost of all materials.
90 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH- 150.00 Rmt 72.65
40) for cold water including fittings as approved by Engineer In Charge. Pipe shall
be fixed on the wall with the help of clamp at every two metre C/C or shall be
concelled as directed including necessary fittings etc. including testing of pipe and
joints and fixing the same with adhesive solvent, including cost of all materials.
91 Providing, laying and jointing in true line and level 160 diametre U.P.V.C (Type B) 92.00 Rmt 834.38
conforming to IS 13592-1992 with one end plain and other end socketed with
rubber ring, & fittings conforming to ISI 14735-1999 of approved make for drainage
system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe
shall be fixed on wall using of PVC clamp of the size 160 mm diametre x 210 mm
length x 196 mm heigh at every 2000 mm center to center or shall be concealed in
walls as directed including necessary fittings such as bends, shoes etc. including
testing of pipes and joints and jointed with adhesive solvent cement including cost
of all materials.
92 Providing, laying and jointing in true line and level 110 diametre U.P.V.C (Type B) 224.00 Rmt 857.65
conforming to IS 13592-1992 with one end plain and other end socketed with
rubber ring, & fittings conforming to ISI 14735-1999 of approved make for drainage
system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe
shall be fixed on wall using of PVC clamp of the size 110 mm diametre x 149 mm
length x 145 mm heigh at every 2000 mm center to center or shall be concealed in
walls as directed including necessary fittings such as bends, shoes etc. including
testing of pipes and joints and jointed with adhesive solvent cement including cost
of all materials.
93 Providing, laying and jointing in true line and level 75 mm dia. UPVC SWRType B 72.00 Rmt 798.91
pipe conforming to IS 13592-1992 with one end plain and other end socketed with
rubbering and 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 wall using of PVC clamp at every 2000 mm c/c or shall be conceled
in walss as directed including necessary fittings such as bends, shoes etc. including
testing of pipes and joints and jointed with adhesive solvent cement including cost
of all materials.
94 Providing and fixing in PVC SWR cowel went 75mm dia to pipes.(B) 75mm dia. 6.00 No 16.16
95 Providing and fixing in PVC SWR cowel went 110mm dia to pipes.(B) 110mm dia. 24.00 No 29.29
96 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter 48.00 No 585.37
with jali of the following nominal diameter of self cleansing design with C.I scread
down or hinged grating including the cost of cutting and making good the walls.
97 Provision and fixing water closet squatting orissa type W.C. pan size 580mm 8.00 No 1838.20
integral footrest and 100 mm P or S trap and in cluding 25 mm dia CP brass flush
valve and GI inlet connection etc. comp. (A) Vitreous china long pattern white or
98 Providing and fixing brass screw down stop tap.(A) 15mm dia. 50.00 No 205.83
99 Providing and fixing ball cock of approved. quality as directed.(A) Copper Metal (ii) 4.00 No 189.84
100 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. 28.00 No 1649.22
brackets painted white including Rubber plug, sutting holes and making good the
same but excluding fittings and also including rate of C.P. brass waste for
washbasin or sink (A) 32mm dia. and M.I. fisher union for washbasin or sink. (A)
32mm dia.; (A) Vitreous China:(ii) Flat Back washbasin 550 mm x v 400mm size. (i)
In white colour.
101 Providing and fixing 600mm x 450mm bevelled edge mirrror of superior glass 32.00 No 852.76
mounted on 6mm thick A.C. sheet or plywood sheet and fixing to wooden pluge with
C.P. brass screws and washers.
102 Providing and fixing C.P. brass towel rail comlete with C.P. brass brackets fixed to 32.00 No 616.42
wooden plugs with C.P. brass scews (B) 600mm x 20mm size.
103 Providing and fixing screw down bib taps of following size.(A) Brass screw down 60.00 No 214.81
bib tap polished bright. (i) 20mm dia.
104 Providing and fixing pillar tap, capstan head, screw down high pressure with 28.00 No 308.73
screws, shanks and back nuts. (i) 15mm dia.
105 Providing laying (to level or slopes) and jointing reinforced concrete Light duty non- 340.00 Rmt 673.59
pressure pipes I.S. class NP2 of the following internal diameter with collars and butt
ends prepared for collar joints including testing of joints complete. (D)
106 Providing and laying (two level or slopes) and jointing with stiff mixture of Cement 570.00 Rmt 522.18
Mortar in proportion 1:1, Salt glazed stone ware pipes of pipes 150mm laying lime
concrete 1:2:4 (1-Lime putty :2-Fine samd : 4-Graded brick aggregates 40mm
nominal size) bedding for stoneware pipes of following internal diameters with
necessary formwork and curing complete.
107 Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and 14.00 No 1246.92
water tight C.I. cover with frame of 300mm x 300mm size (inside) with standard
weight (i) Square mouth traps (B) 150mm x 100mm size P or R type
108 Constructing brick masonry chamber for underground C.I. Inspection chamber and 26.00 No 3223.92
bends with briocks having croshing strength not less than 35Kg. Cm2 in C.M. 1:5
precast RCC cover 455mm x 610mm intenal dimensions with frame (R.C.C. top slabe
with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm size)
foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3
finished smooth with a floating coat of neat cement on walls and bed concrete etc.
complete (i) Inside dimensions 455mmx 610mm and 450mm deep for single pipe
109 Constructing brick masonry chamber for underground C.I. Inspection C.I. Inspection 16.00 No 3933.95
chamber and bends with briocks having croshing strength not less than 35Kg. Cm2
in C.M. 1:5 precast RCC cover 500mmx 700mm intenal dimensions with frame
(R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate
20mm size) foundation concrete 1:5:10 inside plaster 15mm thick with cement
mortar 1:3 finished smooth with a floating coat of neat cement on walls and bed
concrete etc. complete (i) Inside dimensions 500mmx 700mm and 450mm deep for
single pipe line.
110 Constructing brick masonry chamber for underground C.I. Inspection chamber and 10.00 Each 242.39
bends with briocks having croshing strength not less than 35Kg. Cm2 in C.M. 1:5
precast RCC cover 455mm x 610mm intenal dimensions with frame (R.C.C. top slabe
with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm size)
foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3
finished smooth with a floating coat of neat cement on walls and bed concrete etc.
complete (i) Inside dimensions 455mmx 610mm and 450mm deep for single pipe
Extra over items for every additional depth of 0.1M. of part thereof beyond 450mm
depth for Brick masonry chamber.(i) for 455mm x 610mm size.
111 Constructing brick masonry chamber for underground C.I. Inspection C.I. Inspection 10.00 Each 264.86
chamber and bends with briocks having croshing strength not less than 35Kg. Cm2
in C.M. 1:5 precast RCC cover 500mmx 700mm intenal dimensions with frame
(R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate
20mm size) foundation concrete 1:5:10 inside plaster 15mm thick with cement
mortar 1:3 finished smooth with a floating coat of neat cement on walls and bed
concrete etc. complete (i) Inside dimensions 500mmx 700mm and 450mm deep for
single pipe line.
Extra over items for every additional depth of 0.1M. of part thereof beyond 450mm
depth for Brick masonry chamber.(i) for 500mm x 700mm size.
112 Providing and fixing GI Ladder of required pattern with GI flats(30x3mm) or round 900.00 Kg 95.95
or square bars (12mm) at required spacing & with round headed bolts and nuts or
screws or welding including primer coat of approved quality and two coats of oil
paintas as directed by engineer in charge
113 Providing, fixing and construction of sandwich type 18 mm thick One Side polished 18.00 Sqmt 6715.49
Granite Stone of uniform size and colour for kitchen/pantry/countr/
laboratory,shelves etc. in floor, dedo or facia upto 100 mm wide including
necessary cement mortar bedding in cement mortar 1:2 of required thickness.
Granite Stone shall be fixed over 25 mm thick Polished Kota bottom, cement joints
and pointing as specified with necessary making of edges, polishing curing daily
mopping with water and kerosene as directed for atleast 15 days or upto the
satisfaction of engineer-in-charge.
114 Providing and fixing 25 mm thick polished kota stone Shalve with full round edge 18.00 Sqmt 667.61
and double side polished of any required and fixing with cement slurry & adhesive
including both exposed edges cut and Smooth Finished as directed by engineering
in charge etc. complete.
115 Providing and fixing Kitchen platform trolley having three drawers of SS (IS 304) of 18.00 Sqmt 12664.39
required size like thali, katleri, perforated, partition, cupsosar type in kitchen
platform having drawer front side and backside by using 19mm thick all proof
plywood of ISI quality all side laminated etc. as directed. The size of SS (IS 304)
basket of size 4" to 18" for thali, dish, katleri, perforated, partition, cupsosar type as
directed including necessary S.S. fittings, handles, nobs, telescopic channels, etc. as
116 Providing & fixing 25mm thick cupboards of plywood shutter including fixing 19 193.00 Sqmt 3463.29
mm and 6mm thick back to back flush all proof plywood & including with Teak
Wood frame 50 mm x 50 mm size as directed etc. complete including necessary
both side lamination 1 mm thick outer side & 0.80mm thick inner side fixing by
necessary SS hinges, handles, magnet, stoppers, etc. as directed including fevicol,
and other hardware material required. Plywood and all fixture shall be of ISI quality
and as approved by engineer-in-charge including cost of teak wood beading, one
coat of primer and two coats of oil painting or polishing as directed.
117 Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white including 8.00 Nos 9736.40
cutting holes in walls and making good the same but excluding fittings. © Vitreous
China Sink.(i) 400x550 size
118 Providing and fixing in position 300 mm high, 150 mm wide English letters made 100.00 No 707.00
from 1.0 mm thick stainless steel sheet as directed by Engineer in charge with all
necessary tools & plants etc. complete.
119 Providing and fixing in position 150 mm high, English letters made from 1.0 mm 100.00 No 404.00
thick stainless steel sheet as directed by Engineer in charge with all necessary tools
& plants etc. complete.
120 Providing and fixing MS squire hollow pipe Section 75 x 50 x 5mm section 15.00 Sqmt 2118.98
8.424KG/RMT at every 100mm C/C into R.C.C/Brick structure
horizontally/vertical with priming coat and two coat enamel paint including all
material , laboure charges and accessories as per requirement as directed by
Engineer-in-charge etc. complete.
121 Providing and fixing acrylic multilingual Braille (raised dots) DIRECTIONAL 80.00 Nos 2041.72
SIGNBOARDS of size 225 x 150mm designed as per accessibility standards and
having 3.5mm thick acrylic base plate with Upper Case San Serif words made of
white acrylic non glare cut out letters of height 15mm raised not less than 0.8mm
above base plate and the equivalent word written in Hindi with Devanagari non
glare acrylic letters of height 15mm raised not less than 0.8mm above base plate
and having a non-glare acrylic cut arrow pointing in the required direction. Each
signboard to be fixed as per manufacturers specifications on the wall at the
approved location and at a height of 1200mm from FFL complete as per design /
specifications and guidelines as per the entire satisfaction of the Engineer-in-charge
122 Box cutting the road surface to proper slope and camber for making a base for road 787.00 Cum. 106.65
work including removing the excavated stuff and depositing on the road side slope
as directed upto 50Mt.lead.
123 Filling in plinth with sand under floors including watering ramming, consolidating 96.39 Cum. 317.14
and dressing complete for road work
124 Construction of granular sub-base 150 mm thick by providing coarse graded 182.00 Cum. 1238.28
machine crushed B.T. material satisfying MOST specification of grading I (B.T. stone
aggregate 53 mm to 26.5 mm 35 %, 26.5 to 4.75 mm - 45 % and 2.36 mm below -
% )including spreading in uniform layer with motor grader on prepared surface,
mixing by mix in place method with rotavator at OMC and compacting with
vibratory roller to achieve the desired density etc. complete.
125 Providing and laying wet mix macadam base course 200- 250 mm thick using 193.00 Cum. 1410.97
machine crushed B.T. chips as per required gradation mixing with required
optimum quantity of water, conveying the mix to site of work, spreading in to grade
and camber with mechanical paver and consolidation each layer with vibratory
roller including cost of material labour plant and equipment etc. complete.
126 Compaction and finishing of cement concrete road by trimix M.250 process 964.00 Sqm 63.63
providing extra Labour charges for the trimix vacume dewatering service process
on cement concrete road sutface by using vacuum dewatering pump floater surface
vibrator including making groves and rough finish to surface including leveling etc
127 Providing and Laying homoginious Grey cement based concrete kerbing of size 30 356.00 Rmt 370.68
cm x 30 cm x 10 cm size as per detailed drawing having grade of concrete M25
grade, including necessary excavation, BBCC 1:5:10 7.5 cm as per ddetailed drawing
fixing in line and level, filling joints in CM 1:3 with smooth finished, white washing
three coats etc. complete as directed by Engineer in charge.
128 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight not less 2.00 Nos 958.17
129 Providing & erecting open well horizontal mono block pump set with cast iron 2.00 Nos 36107.50
body, complete for three phase submersible motor having [H]For 15 H.P,3 phase
open well horizontal mono block pump set suitable for 1600 LPM to 1025 LPM @
33 to 42 MTR head suitable for 65/80 mm dia delivery pipe
130 Supplying & erecting approvedmake 3 phase motor control cubicalpanel (Star- 2.00 Nos 19695.00
Delta) made from 16G.CRCA sheet duty painted with epoxy powder painted inside
and outside with hinged doors and locking arrangement, consisting suitable size of
ON-OFF isolator (AC- 3/23duty) main fuses,single phasing preventer cum water
level, Guard(Compe unit), Toggle switch to by pass Single phase preventercum
WLG,indicating lamps forR-Y-Bphases, over load relay.Automatic water level
controller, Ammeter &Voltmeter each with two way selector switch incoming wires
duty socket Crimped,Panel to be erected on angle iron frame grouted on wall as
overload relay,thermal/Electronics star delta cutoff timer,start-stop push
buttons.The isolator overload relay &cntractors ofL&T,Siemens or Cuttler Hamer
make only.Panel to be erected on angle iron frame ground on wall (e)S/D upto
131 Providing and fixing rolling shutters of approved make made of 80 mm wide M.S 10.00 Sqmt 3554.40
laths inter-locked together through heir entire length and jointed together at the
ends by end locks mounted on specially designed pipe shaft with bracket
plates,guide channels and arrangement for inside and outside locking with push-
pull operation including the cost of hood cover and sprig etc.complete(A) Shutters
having width below 3.5M
132 Providing and fixing decorative entrance gate made out of cast iron and various 725.00 kg 165.64
mild steel tabular section combination , the Ornamental entrance gate should be
fixed at compound wall including pattern and die making , cutting , welding
grinding, fabrication , fixing in position at compound wall with necessary pedestal,
bearing block and other locking arrangement. The entrance gate should be painted
with two coats of priming coat of paint, and two coat of oil paint etc complete. As
per detail design and instruction of architect.
133 Providing and fixing concertina coil fencing with punched tape concertina coil 600 200.00 Rmt 342.39
mm dia 10 mt openable length having 50 no rounds per 6 mt length, upto 3mt
height of wall with existing angle iron (50mm x50mm x5mm )requird shaped As
per Directed Engeenier in charge. placed 2.4mt or 3.00mt apart and with
horizontal R.B.T. reinforced barbed wire(3 mm) , stud tied with G.I. staples and G.I.
clips to retain horizontal, including necessary bolts or G.I.barbed wire tied to angle
iron, all complete as per direction of Engineer-in-charge, with reinforced barbed
tape (R.B.T.)/Spring core (2.5 mm thick) and weight 43.478 gm/meter at compound
wall for ESR M4/ intakewell.
134 Constructing providing and fabricating cattle guard using channel section frame of 6.00 sqmt 5227.76
size ISMC series 100 mm x 50 mm (Weight 9.20 kg/Rmt) and ISMC section 100 mm
x 75mm (weight 11.50 kg/Rmt) intermediate support for welding G.I.pipe at 12 Cm
C/C of size 50 mm in a frame made of Channel section size 100 mm x 50 mm all
round including fixing the unit on prepared chamber of masonary wall using MS
hold fast embeded in masonary wall top as directed by Engineer in charge and as
per drawing and necessary required arrangement etc complete.
135 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure 240.00 Rmt 339.05
poluthene pipes of the following outside Dia. Low densidy, complete with special
falnge compression type fittings, wall clipsetc. including making good the wall
ceiling and floor.(G)110 mm
136 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure 100.00 Rmt 696.90
poluthene pipes of the following outside Dia. Low densidy, complete with special
falnge compression type fittings, wall clipsetc. including making good the wall
ceiling and floor.(G)160 mm
137 Providing junction for rain water juncton chamber of size 0.60x0.60x0.75m with 16.00 No 9101.11
excavation of size 1.96x1.96 m & 0.15m thick c.c.1:2:4 bed concrete including brick
masonary wall in CM 1:6 of 0.75m height & 0.23m thick with 15mm thick cement
plaster inside & outside & 1.06x1.06 RCC (1:2:4) slab of thickness 0.15m with CRS
steel and 0.60mx0.45m cast iron manhole cover with frame weight not less than
kg as per directed by Engineer-in-charge
138 Providing Filter chamber of Brick work in C:M 1:6 of size 2.06mx1.20m x1.20m & 4.00 No 16933.66
excavation dimension of 2.66mx 1.81x1.35m including C.C 1:2:4 bed concrete of
0.15m thick including brick work in c.m 1:6 for 23cm thick wall including 15mm
thick cement plaster inside & outside with cement slurry & 10cm thick RCC 1:2:4
top cover with frame of minimum weight of 35 kg & filling filter material kapchi in
layers (25-40mm & 10-20mm) & BT metal 40mm & sand as per directed by
Engineer-in-charge
139 Providing Recharging pit of size 2.0m Dia.& 2.0m depth of water logging with 2.00 No 15502.49
excavation filling the pit with gravel & sand in layers including making 300mm dia
bore depth of 4.5mt & above concrete with kapchi in layers (25-40mm & 10-20mm)
& BT metal 40mm & filling brick as directed by Engineer-in-charge.
140 Drilling pilot borehole of size 250/300 mm at above site by mud flush direct rotery 100.00 Rmt 853.25
141 Reaming of 250/300 mm dia.Pilot borehole to size 550 mm dia. Incliding 15.00 Rmt 527.95
assembling ,lowering housing ,casing strainerpipers with gravel packing and
clayball packing etc.
142 Development of cach water bearingzone coming across the full depth of tubewell by 1.00 Job 13212.90
lowering 100 mm dia.Droplineand 32 mm dia airline for each water bearing Zone
with suitabale capacity air compressar up to avilability of sand free discharge.
143 900 CFM /200 PSI capacity air compressar upto the availability of sand free 1.00 Job 27206.17
discharge for upto 250 mtrs
144 Supply of M.S. E.R.W. plain end medium duty pipe confirming to IS 4270/2001 with 100.00 Rmt 2440.64
latest amendments Of size 250 mm dia (minmum thicknes of 7.1 mm)
145 Screen Slotting of MS ERW balnce pipe with size of slot 6.75 cm X 6.35 cm X 3.12 200.00 slots 0.22
mm for 250 mm dia pipe
146 Supply of miscellenious bore material suitable to 250 mm dia pipes as following (A) 1.00 Pair 1912.70
MS Bore clamps made from M.S. plate with 3 holes on either side with nuts & bolts
of std make of size 900X100X16 mm flat suitable for 250 mm dia pipe.
147 Supply of miscellenious bore material suitable to 250 mm dia pipes as following (B) 1.00 No 1385.64
MS Bore Plug having 100mm height made from M.S. plate with 3 holes at equal
distance on circumferrence for nut-bolts type, locking arrrangement with nuts-
bolts & lock nuts of std make complete from 5 mm thick M.S. plate suitable for
250mm dia pipe.
148 Supply of miscellenious bore material suitable to 250 mm dia pipes as following (C) 1.00 No 999.90
MS Bail Plug having length 0.45 mtr from medium class pipe as per I.S. suitable for
250 mm dia pipe.
149 Supply of miscellenious bore material suitable to 250 mm dia pipes as following (D) 168.00 NO 86.21
Steel bent plate suitable for ERW pipe for 250mm dia (size:200 X 150X6 mm)
150 Supply of GRAVEL OF selected size 4 mm to 6mm 40.00 Cum 2020.24
151 Electrologging of Pilot bore hole with carting. 1.00 Job 10665.60
152 Geohydrological ground water investigation including vehicle charges for three 1.00 No 14220.80
phase DTH bore/DR tube well including water sample testing & chemical analysis
153 Providing, supplying and commissioning ISI mark CI D/F Reflux Valves of following 1.00 No 4753.30
class and diameter including all taxes, insurance, transportation, freight charges,
octroi, inspection charges, loading, unloading, conveyance to departmental stores
stacking etc. complete. Reflux valves PN 1 IS 5312 with ISI mark size: 100 mm
154 Providing and laying in trenches galvanised mild steel tubes (Midium grade) of the 100.00 Rmt 921.68
following nominal bore, and tube fitting (Earthwork in trenches to be measured
and paid for separately (H) 80mm
155 Constructing brick masonry chamber for underground C.I. Inspection chamber and 6.00 No. 7180.44
bends with briocks having croshing strength not less than 35Kg. Cm2 in C.M. 1:5 C.I.
cover with frame (Light duty) 455mm x 610mm intenal dimensions, total weight of
cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame
15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone
aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm thick with
cement mortar 1:3 finished smooth with a floating coat of neat cement on walls and
bed concrete etc. complete.(iii) Inside dimensions 600mm x 850 mm and 450mm
deep for pipe lines with three or more inlets.
156 Clearing and grubbing road land including uprooting rank vegetation grass 0.04 Hect. 28455.00
bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut
earlier and disposal of unserviceable materials (C) By mechanical means in area of
157 Earthwork for embankment including breaking clods, dressing with all lead and lift 1580.00 Cumt 165.25
(excluding watering and consolidation)(E) From Borrow area within all lead
158 Rolling of earthwork in layers with power roller including filling in depressions 1580.00 Cumt 22.89
which occur during the process and Watering of earth work as directed.
159 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) 138.00 Pt. 485.81
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. (f)
with medium class Rigid PVC pipe and accessories erected concealed in
wall/ceiling complete Cat. III
160 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) 16.00 Pt. 242.91
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. (f)
with medium class Rigid PVC pipe and accessories erected concealed in
wall/ceiling complete Cat. III
For point wiring in bathroom and W/C and washbasin
161 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are 36.00 Pt. 674.68
of .ISI marked 1.1 KV Grade FRLS PVC insulated multi strand copper wires up to
mtr length, in below type of pipe erected with 6A Modular type switch and hum
free EME step type electronic fan regulator mounted and accessories with 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 ceiling rose /
H.D.Connector as directed. (f) with medium class Rigid PVC pipe and accessories
erected concealed in wall/ceiling complete Cat. III
162 Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin socket 32.00 Pt. 257.55
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 Cat. III
163 Providing following type of Modular Type Accessories mounted with PVC / 40.00 Nos 151.50
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. (1)One No. SP 6 Amp. Cat.III
164 Providing following type of Modular Type Accessories mounted with PVC / 40.00 Nos 151.50
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. (2) One No 5 pin plug Cat.III
165 Providing following type of Modular Type Accessories mounted with PVC / 8.00 Nos 160.59
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. (4) TV Co-axial Socket outlet Cat.III
166 Providing following type of Modular Type Accessories mounted with PVC / 60.00 Nos 180.79
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. (9) 16 Amp. SP one way switch Cat.III
167 Providing following type of Modular Type Accessories mounted with PVC / 56.00 Nos 199.98
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. (10) 6/16Amp. Universal socket Cat.III
168 Providing following type of Modular Type Accessories mounted with PVC / 12.00 Nos 316.13
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. (21) Foot Light as per colour requirement
with concealed box, modular accessories, acrylic glass cover with suitable LED watt
with all accessories as per following module (a) Two modules Cat-III
169 Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size 400.00 Mtr. 24.24
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 (a)20 mm
170 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked 1800.00 Mtr. 82.82
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 (A) With
medium class Rigid PVC pipe and accessories (b) 2 wire 2.5 sq. mm
171 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked 1600.00 Mtr. 112.11
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 accessories (a) 2 wire 4 sq. mm
172 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked 390.00 Mtr. 147.46
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 accessories (b) 2 wire 6 sq. mm
173 Providing and erecting Mains with ISI marked, 1.5KV grade electrolyte multi 30.00 Mtr. 56.56
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. (e) One wire 6.00 sq. mm
174 Providing and erecting Mains with ISI marked, 1.5KV grade electrolyte multi 40.00 Mtr. 91.91
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. (f) One wire 10.00 sq. mm
175 Providing and erecting Mains with ISI marked, 1.5KV grade electrolyte multi 40.00 Mtr. 142.41
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. (g) One wire 16.00 sq. mm
176 Providing and erecting Mains with ISI marked, 1.5KV grade electrolyte multi 10.00 Mtr. 236.34
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. (h) One wire 25.00 sq. mm
177 Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv grade 90.00 Mtr. 46.46
ISI marked copper wires of following size to be erected as directed. (e) 1.50 Sq.mm
3 core round PVC sheathed
178 Providing & Erecting approved make following size of TV Co-axial flexible cable 200.00 Mtr. 39.39
comprising inner conductor of solid bare copper insulated with Foam PE &
Secondary conductor made of poly - Aluminium film bonded Al. Braids @ suitable
coverage overall sheathed with black PVC insulation. (b) RG-6
179 Providing & erecting Switch board for Computer or electric apparatus consisting of 8.00 Nos. 1133.22
following modular type accessories mounted with PVC/ Metallic concealed/ open
box with single mounting base frame covered with textured/ metallic/ white front
plate,modules erected with necessary connections as directed
1 no. 6A/16A universal plug-switch combined.
3 nos. 6A Switch
3 nos. 6A 5 pin Plug
For Modular Type Accessories
180 Decorative call bell Ting-tong box type 250 volts complete erected 8.00 Nos. 71.71
181 Supply of Fibreglass Platform Step (A Type) Ladder - 8 FT having following 1.00 Nos. 23726.92
specifications :
It should have large fully serrated
platform 15” wide 20” deep which locks ladder, Aluminium feet with thick rubber
tread, top rail guard to serve as a railing, two pairs of gusset support at the bottom
step and All gussets are heavy duty steel. Capacity : 300 lbs. Step Width : 3’
Approx. spread : 62” Width : 29.5” Approx. Wt. : 22 Kg Approx. Cube :
182 Supply of Fibreglass Platform Step (A Type) Ladder - 15 FT having following 1.00 Nos. 31636.23
specifications :
It should have large fully serrated
platform 15” wide 20” deep which locks ladder , Aluminium feet with thick rubber
tread, top rail guard to serve as a railing, two pairs of gusset support at the bottom
step and All gussets are heavy duty steel. Capacity : 300 lbs
183 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 60.00 Nos. 373.70
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 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 4 feet Cat.III
184 Supplying and erecting led lamps with following wattage capacity of 220 to 240 62.00 Nos. 69.69
voltage, minimum 15000 burning hours life, 500 V in built-surge
protection,Polycarbonate diffuser, mounting suitable for E14 / E27 / B22 lamp
holders, pf >= 0.5 (A) LED Lamps integral type, with PC diffuser suitable LAMP
holder (i) 2 to 3 watts Cat.III
185 Supplying and erecting LED street light / Flood light fittings with High power White 18.00 Nos. 4997.48
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.) (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 Cat.III
186 (C) Post Top Lantern LED fitting comprises of finish cast aluminum spigot and spun 2.00 Nos. 4819.72
aluminum canopy fixed with opal polycarbonate, pipe arrangement for vertical
mounting driver and accessories wired upto terminal block.IP 65 (ii)32-40W Cat.III
187 Providing and erecting Approved make Four pole moulded case circuit breaker 3.00 Nos. 6173.12
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
188 Providing and erecting Approved make Four pole moulded case circuit breaker 1.00 Nos. 8055.76
having breaking capacity ICU of 35 KA. at 415 V. having normal current rating
125A. 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
189 Providing and erecting Approved make Four pole moulded case circuit breaker 1.00 Nos. 8861.33
having breaking capacity ICU of 35 KA. at 415 V. having normal current rating
125A. 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 (With Enclsoure)
190 Providing and erecting Approved make Four pole moulded case circuit breaker 4.00 Nos. 16221.61
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 16 G.M.S.housing ICS=100% of ICU only Cat III
191 Providing and erecting Approved make Earth fault Relay suitable to mount with 2.00 Nos. 4983.34
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 M.S.housing.. (2) 125 A -200 A , CT
192 Supplying and erecting triple pole & neutral 440V /500V panel mounting Copper 1.00 Rmt 1961.42
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. (A) Suitable for
193 Supplying and erecting triple pole & neutral 440V /500V panel mounting Copper 2.00 Rmt 3202.71
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. (B) Suitable for
194 Providing and erecting Miniature circuit breaker single pole 0.5A to 2A system and 20.00 Nos. 270.68
having breaking capacity 10 KA to be erected in existing box. confirming to IS
8828/1996 with ISI Mark Cat.III
195 Providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to 100.00 Nos. 112.11
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 Cat.III
196 Providing & erecting 240 V MCB double pole switch for motor & inductive load (C 24.00 Nos. 330.27
Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing box
having following capacity (B) 40 Amp. Cat.III
197 Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) 6.00 Nos. 668.62
having 10KA breaking capacity & confirms to IS :8828 in existing box having
following capacity (b)40 Amp. Cat.III
198 Sheets steel powder coated enclosure suitable for incorporating One/Two nos. 12.00 Nos. 176.75
199 Providing and erecting Sheet Steel powder coated MCB distribution board - flush / 2.00 Nos. 355.52
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 (A)
single phase incoming and horizontal single phase outgoing (a) single door (IP-30)
200 Providing and erecting Sheet Steel powder coated MCB distribution board - flush / 10.00 Nos. 1492.78
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 (A)
single phase incoming and horizontal single phase outgoing (b) sheet steel double
door (IP-43) (iv)12 way
201 Providing and erecting Approved make RCCBs conforming to IS: 12640 and having 10.00 Nos. 2235.13
sensitivity of 30 mA and Short Circuit withstand capacity of 10 KA and suitable for
operation on single phase 240 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 Cat. III
202 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 120.00 Kg. 794.87
203 Providing and erecting Pipe type earthing having 150 cms.long and 2.5 cms. dia. 20.00 Nos. 368.65
galvanised iron pipe with coupling and buch buried in specially prepared earth pit
complete with necessary 8 SWG earth wire.
204 For using salt and charcoal / coke as required for pipe type earthing. 20.00 Nos. 171.70
205 Supplying & erecting earth pit of minimum bore dia.150mm size approved make 6.00 Nos. 4591.46
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.
206 Providing & erecting weather proof, dust & vermin proof, floor mounted front 7.00 Smt. 10468.65
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
207 Providing, erecting, fabricating the M.S. structure as per requirement on site 30.00 Kg. 77.77
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.
208 Providing and erecting XLPE (IS:7098) (I)-88 ISI armoured cable Aluminium 20.00 Mtr. 92.92
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
209 Providing and erecting XLPE (IS:7098) (I)-88 ISI armoured cable multistrand 120.00 Mtr 378.75
Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in
existing trench / pipe of following size of cables (D) 3 1/2 core 70 Sq. mm ( 35 Sq.
210 Providing and erecting XLPE (IS:7098) (I)-88 ISI armoured cable multistrand 320.00 Mtr. 490.86
Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in
existing trench / pipe of following size of cables (E) 3 1/2 core 95 Sq. mm ( 50 Sq.
211 Providing and erecting XLPE (IS:7098) (I)-88 ISI armoured cable multistrand / Solid 400.00 Mtr. 126.25
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
212 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand 30.00 Mtr. 190.89
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 25 Sq. mm
213 Making trench in soft soil of suitable width of 90 cm deep for laying cable or 924.00 Mtr. 55.55
locating the fault all over the run and back filling the same and making the surface
as normal ground.
214 Providing & laying approved make Double walled corrugated pipes (DWC) of 924.00 Mtr. 62.62
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 cable (A)50 mm outer dia
215 Providing & laying. R.C.C. Hume pipe for cable to be laid 90 cm. below ground across 100.00 Mtr. 343.40
the road crossing or on floor with necessary material in an approved manner and
making the ground as per original. (C) 300 mm dia
216 Providing and, fixing heavy duty flange type brass cable gland with rubber ring for 32.00 Nos. 38.38
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
217 Providing and, fixing heavy duty flange type brass double compression type cable 4.00 Nos. 131.30
gland with rubber ring for PVC insulated armoured cable complete with out going
tails, insulating tape etc for following size of cables. (D) 3 & 1/2 core 95 Sq. mm
218 Solder less crimping type Aluminium lugs conforming to IS suitable for cable of 128.00 Nos. 6.06
following size evenly crimped with high pressure tool & connected to switchgear
terminals with brass/ cadmium plated nut bolts in an approved manner. (A) 1.5/
219 Solder less crimping type Aluminium lugs conforming to IS suitable for cable of 16.00 Nos. 40.40
following size evenly crimped with high pressure tool & connected to switchgear
terminals with brass/ cadmium plated nut bolts in an approved manner. (F)
220 Providing and fixing approved make Ladder type cable tray. Made from M.S sheet. 1.00 Mtr. 309.06
The cable tray should be bended as per IS 2062/1079 shall be fabricated of double
bended channel section longitudinal members with single bended Channel section.
Rungs of members welded to the base of the longitudinal members at 250 mm c/c
spacing . as per IS and shall be coated with hot dip galvanizing as per IS 2629/4759.
with coupler plate / Fish plate and GI hardware like nut - bolt and washers etc.
erected on existing support as per Specification and as per instruction of engineer
in charge.. (3) 300 X 50 X 2.0 mm Thick
221 Providing and erecting Approved make Ceiling fan with double ball bearing ISI 36.00 Nos. 1596.81
mark with condenser A.C. 23OV.50 c/s.1200 mm. sweep complete, canopy erected
on existing hook or clamp with earthing. [Make shall be approved by Engineer in
222 Supplying and erecting 19 / 20 mm. nominal bore Medium Class M.S. Pipe down rod 36.00 Mtr. 108.07
erected duly painted for fan complete with proper insulation without leakage and
223 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to the RCC 36.00 Nos. 108.07
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.
224 Supply of approved make FRP Pole having following specifications: FRP Light Pole 16.00 Nos. 11719.03
made by CNC filament winding machine using thermoset resin polyester/epoxy
resin system) having minimum 62% glass content. The pole should be in one piece
and tapered round in shape, having smooth finish and should be totally free from
corrosion as well as non conductive & shock proof Pole should be provided with
225 Supplying & erecting approved make SMC press moulded composite FRP. loop-in, 2.00 Nos. 476.72
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.
(C)150mm x 125mm x 100mm [deep]
226 Supplying and erecting Street light pole bracket comprising main B Class GI pipe of 10.00 Nos. 491.87
4.2 cm/require outside dia. complete with suitable B Class G.I. sleeve tubing of
approx. 45cms.length and suitable for 76.5mm/80mm/require size of pole top
having nuts and bolts for fixing the brackets and having spread of 0.5 mtr. Length
with 110 deg.with vertical plane and suitable welded stiffener reducer and nipple
with check nut complete painted with one coat.of Red oxide / PU base primer and
two coats of Aluminium / PU paint. paint with following nos of arms. [A] Single Arm
bracket 0.5 Mtr
227 Supplying and erecting Street light pole bracket comprising main B Class GI pipe of 4.00 Nos. 569.64
4.2 cm/require outside dia. complete with suitable B Class G.I. sleeve tubing of
approx. 45cms.length and suitable for 76.5mm/80mm/require size of pole top
having nuts and bolts for fixing the brackets and having spread of 0.5 mtr. Length
with 110 deg.with vertical plane and suitable welded stiffener reducer and nipple
with check nut 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 0.5 Mtr
228 Supplying & erecting IP 55 grade following size section pillar fabricated from joint 1.00 Nos. 3595.60
less M.S. Sheet with angle iron legs made from jointless M.S. Angle with cable
clamps to be buried in ground to have appropriate erection to work uniform until
erected with cement concrete foundation and 45 cm high bricks work finishing with
plaster etc. hinged double door internally supported on both side, with internal and
outside looking arrangement with look and keys in duplicate 35 x 35 x 5 mm M.S.
Angle of Two Nos. one is welded and other with nut and bolt for erecting Bakelite
sheet. Painting the Section Pillar inside and out side with three tank powder coated
paint. section pillar roof should be without joint with water leakage proof & tested
as per IP 55 test & followed by IS 2147 of 1962 (B) 75 X 60 X 45 cm section pillar
fabricated from 16 Gauge MS Sheet with angle iron legs 45 cm long made from 35 X
35 X 5 mm thick MS angle.
229 Supplying & erecting approved make IP 55 grade Company fabricated Timer Panel 1.00 Nos. 13350.18
of following capacity for switch On-Off street lights on time scheduling basis made
from 16G CRCA sheet duly epoxy power painted inside and outside with hinged
doors and locking arrangement consisting of suitable size of 4 Pole MCB and 4 pole
contactor (cat-III)with analog time switch, auto manual switch of same make and
suitable input and output Bakelite terminals and with door earthing approved by
Engineer in charge..(B) 40 Amp
230 Supplying and erecting approved make panel mounting type Digital Voltmeter 2.00 Nos. 1275.63
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.
231 Supplying and erecting approved make panel mounting type Digital Ammeter 2.00 Nos. 1558.43
having 3 digits LED display, external CT operated, calibrated for 0 to 1000 Amps
suitable to operate on 500 Volt AC, erected on existing panel board with all
connection, wiring etc .with manufacturers calibration certificate.
232 Supplying and erecting Ammeter / Voltmeter selector switch for 3 phase AC Supply 4.00 Nos. 317.14
500 V on existing panel board with necessary connections.
233 Providing & erecting L.T. Current Transformer with bar primary 50/5 to 1000/5 6.00 Nos. 274.72
ratio 15 VA burden erected in existing CRCA box duly secured with insulating
materials connected to the meter
234 Supplying and erecting approved make suitable panel indicator LED type lamp, lens 6.00 Nos. 43.43
cover, complete erected with necessary connections.
235 Supplying & erecting carbon dioxide (CO2) fire extinguisher user of following 2.00 Nos. 8671.86
capacity with necessary clamps made from 50 x 6 mm M.S. Flat with nut & bolts
grouted in wall complete. [B] For 5.5 / 6.5 KG Capacity
236 SITC of Vertical Air Termination Solid aluminium with Base- 10 mm dia and 1000 4.00 Nos. 9416.23
mm long. Air Termination Base tested for conditioning, Ageing Test & Lightning
impulse current withstand test: 100 kA of 10/350µs waveform in an accredited
Third party laboratory as per 6.3 & 6.4 of IEC 62561-1 2017 protocol with MAST
34mm dia 3000 mm long- Cold Galvanized
237 SITC of 8 mm dia solid Aluminium Conductor for roof top mesh grid and tested as 80.00 Mtr 299.97
per IEC 62561- 2 conducted in the Govt. accredited thirty party laboratory to meet
the requirement of IS/IEC 62305 with Required Accessories - Aluminium Holding
clamp at every 1 mtr distance, Aluminium/SS cross splicer at every crossing of Alu.
conductor, Expansion piece with connectors at every 20 mtr distance, Aluminium
straight Splicer to connect conductors. All Accessories should be tested as per IEC
62561-1 2018 Cl. 6.3 for conditioning & Ageing Test & 6.4 for Lightning impulse
current withstand test: 100 kA of 10/350µs waveform(Ageing & Electrical test )
conducted in a sequence manner & tested in the Govt. accredited Third party
laboratory to meet the requirements of IS/IEC
238 SITC of 10 mm MS Round Solid Conductor having smooth surface Should be tested 80.00 Mtr 728.21
and use exclusively for lightning protection (Vertical Riser/Down Conductor which
shall be concealed in Column OR Flushed on) to meet the requirement of IS IEC
62305 With Accessories - Earthing stud of dimension SS-75mm OD plate with
10mm dia tail connector used in structural steel ring earthing system to meet the
requirements of IS/IEC 62305. (For Interconnecting the Column and the Terrace
AL Conductor / Strip/Flat), SS Cross Connector to connect Earth fixing point to
vertical raiser/Down conductor, SS Straight Splicer at every 4 Mtr to connect MS
conductor in column, Bonding /Rebar Clamp at every 3 mtr suitable for
interconnecting round conductor with reinforcement inside the concrete for
structural earthing system, SS connector -To connect external conductor 8- 10 mm
with earth fixing point. All Accessories should be tested as per IEC 62561-1
Cl. 6.3 for conditioning & Ageing Test & 6.4 for Lightning impulse current withstand
test: 100 kA of 10/350µs waveform(Ageing & Electrical test )Conducted in a
sequence manner & tested in the Govt. accredited Third party laboratory to meet
the requirements of IS/IEC
239 SITC of Galvanized Steel Flat 25x6 mm thickness from earth electrode directly in 20.00 Mtr 154.53
ground as required. Zinc coating: 500 g/m square (Approx:70 micron coating)
tested and used exclusively for lightning protection earthing system and ring
equipotential bonding.
240 SITC of 14.2 mm dia 3 mtr long Earth electrode of High tensile steel electrode with 8.00 Per Set 5992.33
250 micron copper bonding & 1 bag of Carbon fill Based environment friendly
backfill tested as per IEC 62561-7 in NABL accredited Laboratory and suitable
stainless Steel double sided clamp. Eco Friendly rust proof heavy duty weather
proof Polyethylene Earth Pit Chamber with following dimensions :254 mm dia
(top), 330 mm dia (bottom) & 260 mm (height). ENERGY AUDIT & SAFETY AUDIT
I/We am/are willing to carry out the work at………………….% above/below percent(Should be written in figures and words) of the estimated rate mentioned above.
Amount of my /our
Tender works out as under.
Estimated amount put to tender Estimated amount put to tender
Deduct………% below Add………% Above
In words In words
The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment
2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3 Income tax TDS will be deducted at a source while making payments of bills
In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C
Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement
4 consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.
5 GST will be paid Extra as per Govt. amendment
Executive Engineer
Tapi ( R & B ) Division
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