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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1.0 Cr
EMD Value
₹1.0 L
Closing Date
29 Oct 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Chief Officer, Dhari Nagarpalika, Dist. Amreli
Construction Work of Protection Wall, Compound Wall, Pick Up-Stand, LED Street Light and Open Shed as per Various Location Chart At, Dhari Under Swarnim Jayanti Mukhya Mantri Saheri Vikash Yojana (UDP-88) Year-2024-25 and 2025-26
355932
36/2026
Open
Civil - All
Works
Amreli
3 documents required · 3 mandatory
₹3,600
Chief Officer, Dhari Nagarpalika
₹1.0 L
16 Oct 2026
16 Oct 2026
16 Oct 2026
29 Oct 2026
16 Oct 2026
NAME OF WORK: CONSTRUCTION WORK OF PROTECTION WALL, COMPOUND WALL, PICK UP-STAND, LED
STREET LIGHT AND OPEN SHED AS PER VARIOUS LOCATION CHART AT, DHARI
TOTAL AMOUNT PUT TO TENDER
TOTAL AMOUNT PUT TO TENDER
PERCENTAGE RATE TENDER
Sr.No. Schedule Amount
1 Schedule - "B"- 1
2 Schedule - "B"- 2
3 Schedule - "B"- 3
4 Schedule - "B"- 4
5 Schedule - "B"- 5
6 Schedule - "B"- 6
7 Schedule - "B"- 7
8 Schedule - "B"- 8
Total Amount Rs.
Total Amount Rs.
I/We am/are willing to carry out the work @ ________% Above / Below_______Percentage (should be writen in figures
and words) of the Estimated rates mentioned above amount of my / our Tender works out as under.
Estimated Amount Estimated Amount
Put to Tender Rs. 1,03,39,837=00 Put to Tender Rs. 1,03,39,837=00
Add ..............% Rs. Deduct %Rs.
Total Rs. Total Rs.
(In Words (In Words
Signature of the Contractor
Consl. Engineer Engineer
"DESIGN POINT" Dhari Nagarpalika
Chief Officer President
Dhari Nagarpalika Dhari Nagarpalika
DHARI NAGARPALIKA - DHARI
SCHEME :- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2024-25
NAME OF WORK :- CONSTRUCTION WORK OF PROTECTION WALL
LOCATION : Ward No.4, Vora Samaj Kbrastan, Dhari.
SCHEDULE - "B-1"
PERCENTAGE RATE TENDER
Item No. & Description Quantity Rate Per Amount
Excavation for foundation upto 1.5 m depth including sorting out and
stacking of useful materials and disposing off the excavated stuff upto
all lead and strata 105.00 268.92 Cumt
Excavation for foundation for depth from 1.5 m to 3.0 m including
sorting out and stacking of useful materials and disposing off the
excavated stuff upto all lead and strata 120.00 287.21 Cumt
Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse
sand : 6- machine cut stone aggregates 40 mmnominal size) and
curing complete including cost of formwork in (A) Foundation and
Plinth 22.50 3095.24 Cumt
Providing and casting in situ controlled cement concrete M-200 for
R.C.C. return as per drawings including centering shuttering,
scaffolding where necessary, laying vibrating, curing and finishing
complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3)
RCC return 142.00 5227.35 Cumt
Providing and placing in position FE 500/500D bar reinforcement for
following items including cutting bending hooking and tying complete
as per detailed drawing.For well:- curb, staining, cap and RCC Raft.
Providing and Laying weep hole in Aburtment and return by using A.C.
pipe of 100mm including in proper grede and jointing in cement mortar
1:1 and curing complete. 50.00 56.12 No
Filling available excavated earth(excluding rock in trenches plinth,
sides of foundation etc,) in layor not exceeding 20cm. In depth
consolidating each depo sited layer by ramming and watering. 165.00 136.91 Cumt
Total Amounts Rs...……
Total Amounts Rs...……
Stamp with Signature of Contractor
Consl. Engineer Engineer
"DESIGN POINT" Dhari Nagarpalika
Chief Officer President
Dhari Nagarpalika Dhari Nagarpalika
DHARI NAGARPALIKA - DHARI
SCHEME :- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2024-25
NAME OF WORK :- CONSTRUCTION WORK OF COMPOUND WALL
LOCATION : Ward No.1, Prempara, Dalit Samaj Smashan, Dhari.
SCHEDULE - "B-2"
PERCENTAGE RATE TENDER
Item No. & Description Quantity Rate Per Amount
Excavation for foundation up to 1.5 mt. depth including sorting out and
stacking of useful materials and disposing of the excavated stuff up to
all lead and strata 189.80 157.15 Cumt
Providing and laying cement concrete 1:3:6 (1- Cement : 3- coarse
sand : 6- machine cut stone aggregates 40 mm nominal size) and
curing complete including cost of formwork in (A) Foundation and
Plinth 19.00 3095.24 Cumt
Providing and laying controlled cement concrete M.200 and curing
complete including the cost of formwork but excluding reinforcement
for reinforced concrete work in (A) Foundations, footings, Base of
columns and Mass concrete 40.10 4118.64 Cumt
Providing and laying controlled cement concrete M.200 exposed work
with curing etc. complete including the cost of formwork but excluding
the cost of reinforcement for R.C.C. work in (B) COLUMNS: (ii)
Having cross-sectional area more than 0.08 Sq.M and upto
Providing and laying controlled cement concrete M.200 exposed work
with curing etc. complete including the cost of formwork but excluding
the cost of reinforcement for R.C.C. work in (A) BEAMS :(ii) Having
cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M
Providing and laying cement concrete M-200 and curing complete
including cost of formwork in (A) Wall Caps / Coping 4.20 5130.80 Cumt
Filling available excavated earth(excluding rock in trenches plinth,
sides of foundation etc,) in layor not exceeding 20cm. In depth
consolidating each depo sited layer by ramming and watering. 113.00 136.91 Cumt
Providing TMT Bar FE 500D reinforcement for R.C.C. work including
bending, binding and placing in position complete upto floor two level
Brick work using common burnt clay building bricks having crushing
strength not less than 35 kg./Sq.Cm. in foundation and plinth in
Cement Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional
20mm thick sand faced cement plaster on walls up to height 10 mtrs.
above ground level consisting of 12mm thick backing coat of C.M. 1:3
(1 cement : 3 sand) and 8mm thick finishing coat of C.M. 1:1 (1
cement : 1 sand) etc. 844.70 342.41 Sqmt
Finishing wall with weather proof exterior emulsion paint on wall
surface (two coats) to give an required shape even shade after
thoroughly brushing the surface to remove all dirt, and remains of
loose powdered materials.etc complete 844.70 120.26 Sqmt
Providing & fixing M.S. grills of required pattern to wooden frames of
windows etc. with M.S. flats at required spacing and frame all-round
square or round bars with round headed bolts and nuts or by screws.
(A) Plain grill 210.00 106.23 Kg
Applying priming coat over new steel and other metel surface after
and including preparing the surface by throughly cleaning, oil,grease,
dirt and other foreign matter and scoured with brushes fine steel
wood, scrapers and sand paper with ready mixed priming paint
brushing red lead. 6.00 36.74 Sqmt
Painting two coats (excluding priming coat) on new steel and other
metal surface with enamel paint, brushing, interior to give an even
shade including cleaning the surface an even shade including
cleanicn the surface of all dirt, dust and other foreign matter. 6.00 92.20 Sqmt
Total Amounts Rs...……
Total Amounts Rs...……
Stamp with Signature of Contractor
Consl. Engineer Engineer
"DESIGN POINT" Dhari Nagarpalika
Chief Officer President
Dhari Nagarpalika Dhari Nagarpalika
DHARI NAGARPALIKA - DHARI
SCHEME :- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2024-25
NAME OF WORK :- CONSTRUCTION WORK OF PICK UP-STAND
LOCATION : Ward No.6, Opp. Rajkamal Pan Center, Dhari.
SCHEDULE - "B-3"
PERCENTAGE RATE TENDER
Item No. & Description Quantity Rate Per Amount
Excavation for foundation up to 1.5 M Depth including sorting out and
stacking of useful materials and disposing of the excavated stuff up to all
lead and strata 14.20 122.93 Cumt
Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand :
6 Machine cut stone aggregate 40mm nominal size) and curing complete
including cost of formwork in (a) Foundation and plinth
Providing and laying controlled cement concrete M.200 and curing
complete including the cost of formwork but excluding reinforcement for
reinforced concrete work in (A) Foundations, footings, Base of
columns and Mass concrete 4.40 4118.65 Cumt
Filling available excavated earth,(Ecluding rock in trenches plinth, sides
of foundation etc.)in layer not exceeding 20 cm, in depth consolidating
each depo sited layer by ramming and watering. 8.20 136.91 Cumt
Filling in plinth with sand under floors including watering ramming,
consoildating and dressing etc. complete 11.40 481.80 Cumt
Providing and laying controlled cement concrete M.200 exposed work
with curing etc. complete including the cost of formwork but excluding
the cost of reinforcement for R.C.C. work in (A) BEAMS (ii) Having
cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M
(B) COLUMN (iii) Having cross sectional area more than 0.08 Sqmt.
And upto 0.12 sqmt. 1.60 12577.32 Cumt
Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) for
R.C.C lintel including finishing smooth with,curing etc. complete
including the cost of formwork but excluding the cost of reinforcement.
Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand
: 4- graded stone aggregates 20 mm nominal size) for reinforced
concrete Chhajjas not exceeding 10cm. thickness upto floor two level
including finishing the exposed surfaces with cement mortar 1:3 (1-
cement, 3 Fine sand) to give a smooth and even surface centering and
formwork and curing complete excluding cost of reinforcement.
Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including
bending, binding and placing in position complete upto floor two level GF
Brick work using common burnt clay building bricks having crushing
strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement
Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional 15.80 4245.09 Cumt
(i) Half brick masonry in common brunt clay building bricks having
crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-
Cement: 4-coarse sand) in foundation and plinth (B) Conventional
20mm thick sand faced cement plaster on walls up to height 10 mtrs.
above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1
cement : 3 sand) and 8mm thick finishing coat of C.M. 1:1 (1 cement :
sand) etc. complete with interior plastering above floor two level for every
additional storey hight (2) Two coat plaster 129.10 342.41 Sqmt
P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average)
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 light shade
Providing and laying polished Kota stone slab flooring over 20mm
(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand)
and jointed with grey cement slurry mixed with pigment to match the
shade of slab including rubbing and polishing etc. complete. (A) 25mm
thick 0.60 1019.39 Sqmt
Wall painting (two coats) with plastic emulsion paint of approved brand
and manufacture on undecorated wall surface to give an even shade
including throughly brushing the surface free from mortar droppings and
other foreign matter and sand papered smooth. 129.10 82.85 Sqmt
Providing and fixing window having extruded aluminum Colour anodized
section frame main outer size 95mm x 24mm x 1.17mm (of Jindal
Section no:2459 @ wt.of 0.738 Kg/mt), horizontal Three track member
size 92mm x 31.75mm x 1.30mm (of Jindal Section no:8688,@ Wt.1.07
Kg/mt), vertical member of size 92mm x 31.75mm x 1.50mm (of Jindal
Section no:8933,@ Wt. 1.06 Kg/mt) with sliding shutters of horizontal
member size 40 mmx18mm x1.29mm (of Jindal Section no:8947@ wt.of
0.456 Kg/mt), vertical member of size 40mm x 18mm x 1.29 mm (of
Jindal Section no:8949 @ wt.of 0.456Kg/mt/ with 5 mm thick transparent
bronze colour tinted float glass with powder coated aluminum fittings and
fixtures and transparent silicon sealant glass fixing to frame as per
Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished
iron J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I.
limpet washer or G.I. limpet washer. filled with white lead complete
excluding the cost of purlins, Rafters and Trusses. (1) 0.80 mm thick
sheet. 68.00 734.19 Sqmt
Steel work, welded in built up sections framed work including cutting,
hoisting, fixing in position and applying a priming coat of read lead paint.
(A) In beams and joists, channels angles Tees, flats, with connecting
plates or angle cleats as in main and cross beams. Hip and jack rafters,
purlins conneted to common rafters and the like
Providing and Fixing work of Aluminium Composite Panel Sheet (ACP)
Works at front with using 4mm thick exterior composite panel sheet and
natural anodisizing flat of 28x25x1 with silicone grade 995 & 989 & G.P.
where it is necessary at pressure tape, baker and size depend Work
done as per Drawing and Design and Directed by Engineer in charge,
including all types of taxes fitting charge. 51.60 3202.71 Sqmt
Painting two coats (excluding priming coat) on new steel and other metal
surface with enamel paint, brushing, interior to give an even shade
including cleaning the surface an even shade including cleanicn the
surface of all dirt, dust and other foreign matter. 72.10 92.20 Sqmt
Providing and fixing S.S. Bench Imported Meterial Incl., GST with etc.
complete as per directed by Engineer-in-charges. The work included all
type of labour, Installation Charges, Material charges, Transportation
Charges. 5.00 11322.10 Sqmt
Point wiring for Light / Bell with 2-1.5 sq.mm & 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, Cat. III
Total Amounts Rs...……
Total Amounts Rs...……
Stamp with Signature of Contractor
Consl. Engineer Engineer
"DESIGN POINT" Dhari Nagarpalika
Chief Officer President
Dhari Nagarpalika Dhari Nagarpalika
DHARI NAGARPALIKA - DHARI
SCHEME :- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88)
NAME OF WORK :- CONSTRUCTION WORK OF PICK UP-STAND
LOCATION : Ward No.2, Library Area, Dhari.
SCHEDULE - "B-4"
PERCENTAGE RATE TENDER
Item No. & Description Quantity Rate Per Amount
Excavation for foundation up to 1.5 M Depth including sorting out and
stacking of useful materials and disposing of the excavated stuff up to all
lead and strata 14.20 122.93 Cumt
Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand :
6 Machine cut stone aggregate 40mm nominal size) and curing complete
including cost of formwork in (a) Foundation and plinth
Providing and laying controlled cement concrete M.200 and curing
complete including the cost of formwork but excluding reinforcement for
reinforced concrete work in (A) Foundations, footings, Base of
columns and Mass concrete 4.40 4118.65 Cumt
Filling available excavated earth,(Ecluding rock in trenches plinth, sides
of foundation etc.)in layer not exceeding 20 cm, in depth consolidating
each depo sited layer by ramming and watering. 8.20 136.91 Cumt
Filling in plinth with sand under floors including watering ramming,
consoildating and dressing etc. complete 11.40 481.80 Cumt
Providing and laying controlled cement concrete M.200 exposed work
with curing etc. complete including the cost of formwork but excluding
the cost of reinforcement for R.C.C. work in (A) BEAMS (ii) Having
cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M
(B) COLUMN (iii) Having cross sectional area more than 0.08 Sqmt.
And upto 0.12 sqmt. 1.60 12577.32 Cumt
Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) for
R.C.C lintel including finishing smooth with,curing etc. complete
including the cost of formwork but excluding the cost of reinforcement.
Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand
: 4- graded stone aggregates 20 mm nominal size) for reinforced
concrete Chhajjas not exceeding 10cm. thickness upto floor two level
including finishing the exposed surfaces with cement mortar 1:3 (1-
cement, 3 Fine sand) to give a smooth and even surface centering and
formwork and curing complete excluding cost of reinforcement.
Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including
bending, binding and placing in position complete upto floor two level GF
Brick work using common burnt clay building bricks having crushing
strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement
Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional 15.80 4245.09 Cumt
(i) Half brick masonry in common brunt clay building bricks having
crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-
Cement: 4-coarse sand) in foundation and plinth (B) Conventional
20mm thick sand faced cement plaster on walls up to height 10 mtrs.
above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1
cement : 3 sand) and 8mm thick finishing coat of C.M. 1:1 (1 cement :
sand) etc. complete with interior plastering above floor two level for every
additional storey hight (2) Two coat plaster 129.10 342.41 Sqmt
P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average)
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 light shade
Providing and laying polished Kota stone slab flooring over 20mm
(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand)
and jointed with grey cement slurry mixed with pigment to match the
shade of slab including rubbing and polishing etc. complete. (A) 25mm
thick 0.60 1019.39 Sqmt
Wall painting (two coats) with plastic emulsion paint of approved brand
and manufacture on undecorated wall surface to give an even shade
including throughly brushing the surface free from mortar droppings and
other foreign matter and sand papered smooth. 129.10 82.85 Sqmt
Providing and fixing window having extruded aluminum Colour anodized
section frame main outer size 95mm x 24mm x 1.17mm (of Jindal
Section no:2459 @ wt.of 0.738 Kg/mt), horizontal Three track member
size 92mm x 31.75mm x 1.30mm (of Jindal Section no:8688,@ Wt.1.07
Kg/mt), vertical member of size 92mm x 31.75mm x 1.50mm (of Jindal
Section no:8933,@ Wt. 1.06 Kg/mt) with sliding shutters of horizontal
member size 40 mmx18mm x1.29mm (of Jindal Section no:8947@ wt.of
0.456 Kg/mt), vertical member of size 40mm x 18mm x 1.29 mm (of
Jindal Section no:8949 @ wt.of 0.456Kg/mt/ with 5 mm thick transparent
bronze colour tinted float glass with powder coated aluminum fittings and
fixtures and transparent silicon sealant glass fixing to frame as per
Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished
iron J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I.
limpet washer or G.I. limpet washer. filled with white lead complete
excluding the cost of purlins, Rafters and Trusses. (1) 0.80 mm thick
sheet. 68.00 734.19 Sqmt
Steel work, welded in built up sections framed work including cutting,
hoisting, fixing in position and applying a priming coat of read lead paint.
(A) In beams and joists, channels angles Tees, flats, with connecting
plates or angle cleats as in main and cross beams. Hip and jack rafters,
purlins conneted to common rafters and the like
Providing and Fixing work of Aluminium Composite Panel Sheet (ACP)
Works at front with using 4mm thick exterior composite panel sheet and
natural anodisizing flat of 28x25x1 with silicone grade 995 & 989 & G.P.
where it is necessary at pressure tape, baker and size depend Work
done as per Drawing and Design and Directed by Engineer in charge,
including all types of taxes fitting charge. 51.60 3202.71 Sqmt
Painting two coats (excluding priming coat) on new steel and other metal
surface with enamel paint, brushing, interior to give an even shade
including cleaning the surface an even shade including cleanicn the
surface of all dirt, dust and other foreign matter. 72.10 92.20 Sqmt
Providing and fixing S.S. Bench Imported Meterial Incl., GST with etc.
complete as per directed by Engineer-in-charges. The work included all
type of labour, Installation Charges, Material charges, Transportation
Charges. 5.00 11322.10 Sqmt
Point wiring for Light / Bell with 2-1.5 sq.mm & 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, Cat. III
Total Amounts Rs...……
Total Amounts Rs...……
Stamp with Signature of Contractor
Consl. Engineer Engineer
"DESIGN POINT" Dhari Nagarpalika
Chief Officer President
Dhari Nagarpalika Dhari Nagarpalika
DHARI NAGARPALIKA - DHARI
SCHEME :- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26
NAME OF WORK :- PROVIDING, SUPPLYING & ERECTING OF LED STREET LIGHT
LOCATION : Himkhimdi Area, (1) Tulsi Shyam Main Road To Anilbhai House (2) Gandubhai Bharvad's House To
Jitubhai Vaghela's House (3) Nilipbhai Brahman's House To Lalbhai Lakhubhai Vala's House
SCHEDULE - "B-5"
PERCENTAGE RATE TENDER
Item No. & Description Quantity Rate Per Amount
Supplying and erecting approved make Octagonal 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.
(D) 6 Mtr. Long 70 mm Top X 135 mm bottom dia, 3 mm thickness
with 200mmX200mmX12mm base plate, 4-M20 Bolts and 600mm
long with necessary G.I. J Bolts .Approx Pole weight 59 kg 53 9011.22 Ea
Providing and erecting Street Light pole bracket comprising main B Class
GI pipe of 4.2 cm/require outside dia. complete with suitable B Class G.I.
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 110 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. [A] Double Arm Bracket 1.5 Mtr 53 916.07 Ea
Supplying and erecting LED street light / Flood light fittings with High
power White LEDs wattage of 3 Watt and above assembled on single
MCPCB, efficiency more than 130 lm/w and corrosion free High pressure
die cast aluminum housing with smooth finish powder coated and heat
sink extruded aluminium with diffuser and Polycarbonate optics/ lenses,
with toughened glass with company mark/name engraved or embossed
160 to 270 V,Power Factor more than 0.95,THD < 10%, CCT 3000 K to
5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt. LED
driver efficiency > 85% as per approved vender list make. (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
Watts, Cat-lll 53 4248.06 Ea
Supplying & erecting IP 55 grade following size section pillar fabricated
from joint 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 (C) 60 X 30 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. 1.00 1884.66 Ea
Supplying & erecting approved make time switch with single pole air
break contacts suitable for 230 V.15/16A.complete with self starting
motor driven clock ‘ON’ &’ OFF’ automatic arrangement at any
predetermined time during each 24 hours,With nickel cadmium
rechargeable battery backup erected as directed. (B) 2 pole 250V
Supplying & erecting power contactor, AC3 duty for time switch complete
erected as per direction Cat III 1.00 1883.65 Ea
Providing and erecting HOT deep Galvanised iron strip wire 8 to
SWG. 53 77.77 Kg
Providing and erecting Pipe type earthing having 150 cms. long and
cms. dia. galvanised iron pipe with coupling and buch buried in specially
prepared earth pit complete with necessary 8 SWG earth wire. 53 368.65 Ea
For using salt and charcoal / coke as required for pipe type earthing. 53 171.70 Ea
Supplying & erecting in earthpit of minimum bore dia. 225mm size
approved make Safe 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 80 mm having 80-200 Micron
galvanising, Inner pipe dia of 40 mm having 200-250 Micron galvanising,
connection terminal dia of 14 mm 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 440 V Length of Pipe -
Mtr Back filling compound - 1 Nos. of Bag of 15 Kgs.
Supplying and erecting Flexible PVC insulated multi strand multi core
kv grade ISI marked copper wires of following size to be erected as
directed. (e) 1.50 Sq.mm 3 core round PVC sheathed 393.80 58.58 Mtr
providing and erecting Miniature circuit breaker 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 52.50 297.95 Ea
Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B
curve) having 10KA breaking capacity & confirms to IS :8828 in existing
box having following capacity (b) 40 Amp. Cat.III 1.00 702.96 Ea
Providing 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 (A) 4 core 4 Sq. mm 1155.00 140.39 Mtr
Providing & laying approved make Double walled 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
cable (A) 50 mm outer dia 1050.00 62.62 Mtr
Making trench in soft soil of suitable width of 90 cm deep for laying cable
or locating the fault all over the run and back filling the same and making
the surface as normal ground. 1050.00 55.55 Mtr
Total Amounts Rs...……
Total Amounts Rs...……
Stamp with Signature of Contractor
Consl. Engineer Engineer
"DESIGN POINT" Dhari Nagarpalika
Chief Officer President
Dhari Nagarpalika Dhari Nagarpalika
DHARI NAGARPALIKA - DHARI
SCHEME :- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26
NAME OF WORK :- PROVIDING, SUPPLYING & ERECTING OF LED STREET LIGHT
LOCATION :- Ward No.6, Dhari (1) Railway Fatak To Khadiya Harikrushn, (2) Khoja Kbrastan, (3) Sarsiya -
Tulasishyam Main Road To Khoja Samaj Musalim Kbrastan, (4) Ganesh Society Street No.1, Kaluben Gaushala
To Husenbhai Sekhar's House, (5) Navdurga Garbi Chowk, Zulelal Wadi To Nanjidada Gor's House, (6)
Bhakabhai's Wadi To Nanjidada Gor's House To Ramnikbhai Sojitra's House At. Dhari
SCHEDULE - "B-6"
PERCENTAGE RATE TENDER
Item No. & Description Quantity Rate Per Amount
Supplying and erecting approved make Octagonal 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.
(D) 6 Mtr. Long 70 mm Top X 135 mm bottom dia, 3 mm thickness
with 200mmX200mmX12mm base plate, 4-M20 Bolts and 600mm
long with necessary G.I. J Bolts .Approx Pole weight 59 kg 96 9011.22 Ea
Providing and erecting Street Light pole bracket comprising main B Class
GI pipe of 4.2 cm/require outside dia. complete with suitable B Class G.I.
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 110 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. [A] Double Arm Bracket 1.5 Mtr 96 916.07 Ea
Supplying and erecting LED street light / Flood light fittings with High
power White LEDs wattage of 3 Watt and above assembled on single
MCPCB, efficiency more than 130 lm/w and corrosion free High pressure
die cast aluminum housing with smooth finish powder coated and heat
sink extruded aluminium with diffuser and Polycarbonate optics/ lenses,
with toughened glass with company mark/name engraved or embossed
160 to 270 V,Power Factor more than 0.95,THD < 10%, CCT 3000 K to
5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt. LED
driver efficiency > 85% as per approved vender list make. (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
Watts, Cat-lll 96 4248.06 Ea
Supplying & erecting IP 55 grade following size section pillar fabricated
from joint 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 (C) 60 X 30 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. 1.00 1884.66 Ea Sche
Supplying & erecting approved make time switch with single pole air
break contacts suitable for 230 V.15/16A.complete with self starting
motor driven clock ‘ON’ &’ OFF’ automatic arrangement at any
predetermined time during each 24 hours,With nickel cadmium
rechargeable battery backup erected as directed. (B) 2 pole 250V
Supplying & erecting power contactor, AC3 duty for time switch complete
erected as per direction Cat III 1.00 1883.65 Ea
Providing and erecting HOT deep Galvanised iron strip wire 8 to
SWG. 96 77.77 Kg
Providing and erecting Pipe type earthing having 150 cms. long and
cms. dia. galvanised iron pipe with coupling and buch buried in specially
prepared earth pit complete with necessary 8 SWG earth wire. 96 368.65 Ea
For using salt and charcoal / coke as required for pipe type earthing. 96 171.70 Ea
Supplying & erecting in earthpit of minimum bore dia. 225mm size
approved make Safe 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 80 mm having 80-200 Micron
galvanising, Inner pipe dia of 40 mm having 200-250 Micron galvanising,
connection terminal dia of 14 mm 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 440 V Length of Pipe -
Mtr Back filling compound - 1 Nos. of Bag of 15 Kgs.
Supplying and erecting Flexible PVC insulated multi strand multi core
kv grade ISI marked copper wires of following size to be erected as
directed. (e) 1.50 Sq.mm 3 core round PVC sheathed 716.30 58.58 Mtr
providing and erecting Miniature circuit breaker 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 95.50 297.95 Ea
Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B
curve) having 10KA breaking capacity & confirms to IS :8828 in existing
box having following capacity (b) 40 Amp. Cat.III 1.00 702.96 Ea
Providing 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 (A) 4 core 4 Sq. mm 2101.00 140.39 Mtr
Providing & laying approved make Double walled 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
cable (A) 50 mm outer dia 1910.00 62.62 Mtr
Making trench in soft soil of suitable width of 90 cm deep for laying cable
or locating the fault all over the run and back filling the same and making
the surface as normal ground. 1910.00 55.55 Mtr
Total Amounts Rs...……
Total Amounts Rs...……
Stamp with Signature of Contractor
Consl. Engineer Engineer
"DESIGN POINT" Dhari Nagarpalika
Chief Officer President
Dhari Nagarpalika Dhari Nagarpalika
DHARI NAGARPALIKA - DHARI
SCHEME :- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88)
NAME OF WORK :- PROVIDING, SUPPLYING & ERECTING OF LED STREET LIGHT
LOCATION : In Ward No.3, (1) Sardarnagar Area, (2) Khambha Main Road, (3) Dhari-Amreli Main Road,
Ramdevpith Factory To Himrajiya River At. Dhari
SCHEDULE - "B-7"
PERCENTAGE RATE TENDER
Item No. & Description Quantity Rate Per Amount
Supplying and erecting approved make Octagonal 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.
(D) 6 Mtr. Long 70 mm Top X 135 mm bottom dia, 3 mm thickness
with 200mmX200mmX12mm base plate, 4-M20 Bolts and 600mm
long with necessary G.I. J Bolts .Approx Pole weight 59 kg 110 9011.22 Ea
Providing and erecting Street Light pole bracket comprising main B Class
GI pipe of 4.2 cm/require outside dia. complete with suitable B Class G.I.
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 110 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. [A] Double Arm Bracket 1.5 Mtr 110 916.07 Ea
Supplying and erecting LED street light / Flood light fittings with High
power White LEDs wattage of 3 Watt and above assembled on single
MCPCB, efficiency more than 130 lm/w and corrosion free High pressure
die cast aluminum housing with smooth finish powder coated and heat
sink extruded aluminium with diffuser and Polycarbonate optics/ lenses,
with toughened glass with company mark/name engraved or embossed
160 to 270 V,Power Factor more than 0.95,THD < 10%, CCT 3000 K to
5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt. LED
driver efficiency > 85% as per approved vender list make. (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
Watts, Cat-lll 110 4248.06 Ea
Supplying & erecting IP 55 grade following size section pillar fabricated
from joint 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 (C) 60 X 30 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. 1.00 1884.66 Ea
Supplying & erecting approved make time switch with single pole air
break contacts suitable for 230 V.15/16A.complete with self starting
motor driven clock ‘ON’ &’ OFF’ automatic arrangement at any
predetermined time during each 24 hours,With nickel cadmium
rechargeable battery backup erected as directed. (B) 2 pole 250V
Supplying & erecting power contactor, AC3 duty for time switch complete
erected as per direction Cat III 1.00 1883.65 Ea
Providing and erecting HOT deep Galvanised iron strip wire 8 to
Providing and erecting Pipe type earthing having 150 cms. long and
cms. dia. galvanised iron pipe with coupling and buch buried in specially
prepared earth pit complete with necessary 8 SWG earth wire. 110 368.65 Ea
For using salt and charcoal / coke as required for pipe type earthing. 110 171.70 Ea
Supplying & erecting in earthpit of minimum bore dia. 225mm size
approved make Safe 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 80 mm having 80-200 Micron
galvanising, Inner pipe dia of 40 mm having 200-250 Micron galvanising,
connection terminal dia of 14 mm 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 440 V Length of Pipe -
Mtr Back filling compound - 1 Nos. of Bag of 15 Kgs.
Supplying and erecting Flexible PVC insulated multi strand multi core
kv grade ISI marked copper wires of following size to be erected as
directed. (e) 1.50 Sq.mm 3 core round PVC sheathed 825.00 58.58 Mtr
providing and erecting Miniature circuit breaker 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 110.00 297.95 Ea
Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B
curve) having 10KA breaking capacity & confirms to IS :8828 in existing
box having following capacity (b) 40 Amp. Cat.III 1.00 702.96 Ea
Providing 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 (A) 4 core 4 Sq. mm 2420.00 140.39 Mtr
Providing & laying approved make Double walled 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
cable (A) 50 mm outer dia 2200.00 62.62 Mtr
Making trench in soft soil of suitable width of 90 cm deep for laying cable
or locating the fault all over the run and back filling the same and making
the surface as normal ground. 2200.00 55.55 Mtr
Total Amounts Rs...……
Total Amounts Rs...……
Stamp with Signature of Contractor
Consl. Engineer Engineer
"DESIGN POINT" Dhari Nagarpalika
Chief Officer President
Dhari Nagarpalika Dhari Nagarpalika
DHARI NAGARPALIKA - DHARI
SCHEME :- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2025-26
NAME OF WORK :- CONSTRUCTION WORK OF OPEN SHED
LOCATION : Ward No.2, Jilla Well, Dhari.
SCHEDULE - "B-8"
PERCENTAGE RATE TENDER
Item No. & Description Quantity Rate Per Amount
Excavation for foundation up to 1.5 mt. depth including sorting out and
stacking of useful materials and disposing of the excavated stuff up to all
lead and strata 21.70 122.93 Cumt
Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand :
Machine cut stone aggregate 40mm nominal size) and curring complete
including cost of formwork in (a) Foundation and plinth
Providing and laying cement concrete 1:2:4 (1-Cement : 2-Coarse sand :
4- graded stone aggregates 20mm nominal size) and curing complete
including cost of formwork in (A) Foundation and Plinth 4.80 3805.28 Cumt
Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse
sand: 4-graded stone aggregates 20mm nominal size) and curing
complete including cost of formwork but excluding reinforcement for
reinforced concrete work in (A) Foundations, footings, Base
Providing and laying ordinary cement concrete 1:2:4 (1-Cement 2-
coarse sand : 4-graded stone aggregates 20mm nominal size) and
finishing smooth with, curing etc. complete including the cost of formwork
but excluding the cost of reinforcement for R.C.C (B) COLUMNS: (i)
Having cross-sectional area 0.08 to 0.12 Sq.M 0.80 10469.20 Cumt
Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2-
coarse sand : 4- graded stone aggregates 20 mm nominal size) and
finishing smooth with,curing etc. complete including the cost of formwork
but excluding the cost of reinforcement for R.C.C work in (A) BEAMS:
(ii) Having cross-sectional area more than 0.08Sq.M and upto
Sq.M. 2.40 7665.59 Cumt
Filling available excavated earth(excluding rock in trenches plinth, sides
of foundation etc,) in layor not exceeding 20cm. In depth consolidating
each depo sited layer by ramming and watering. 14.70 136.91 Cumt
Filling in plinth with sand under floors including watering ramming,
consolidating and dressing complete 12 481.80 Cumt
Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including
bending, binding and placing in position complete upto floor two level 780 77.28 Kg
Steel work, welded in built up sections framed work including cutting,
hoisting, fixing in position and applying a priming coat of read lead paint.
(A) In beams and joists, channels angles Tees, flats, with connecting
plates or angle cleats as in main and cross beams. Hip and jack rafters,
purlins conneted to common rafters and the like. 9.00 9108.48 Qtl
Steel work, welded in built up sections framed work including cutting,
hoisting, fixing in position and applying a priming coat of read lead paint.
(D) In trussses and trussed purlins, upto 25 M. span and 15 M
ovarall height. 1.60 10401.04 Qtl
Painting two coats (excluding priming coat) on new steel and other metal
surface with enamel paint, brushing, interior to give an even shade
including cleaning the surface an even shade including cleanicn the
surface of all dirt, dust and other foreign matter. 33.20 92.20 Sqmt
Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished
iron J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I.
limpet washer or G.I. limpet washer. filled with white lead complete
excluding the cost of purlins, Rafters and Trusses.(1) 0.80 mm thick
sheet 22.40 734.19 Sqmt
Brick work using common burnt clay building bricks having crushing
strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement
Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional. 29.60 4245.09 Cumt
20mm thick sand faced cement plaster on walls upto height 10 metres
above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-
cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-
sand) etc. complete. 124.10 342.41 Sqmt
Finishing wall with water proofing cement paint of on wall surfaces (Two
coats) to give an approved brand and manufacture and of required shape
even shade after thoroughly brushing the surface to remove all dirt and
remains of loose powered materials. 124.10 60.30 Sqmt
Point wiring for Light / Bell with 2-1.5 sq.mm & 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 Cat. III 5.00 539.34 Each
Provoding and fixing flush door shutters, solid core construction with
frame of first class hardwood with cross board and face veneer or
plywood face panels, including anodised alluminium butt hinges with
necessary screws. (B) Non-decorative type and block board
coreanodised alluminium butt hinges in flush door shutters (2) 35 mm
thick. 3.80 1829.73 Sqmt
Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring
treads of 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. 45.40 1120.36 Sqmt
Total Amounts Rs...……
Total Amounts Rs...……
Stamp with Signature of Contractor
Consl. Engineer Engineer
"DESIGN POINT" Dhari Nagarpalika
Chief Officer President
Dhari Nagarpalika Dhari Nagarpalika
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details.html
RAW_HTML
01 Tender.pdf
02 Form B-1.pdf
03 Schedule B.pdf
04 DRW And Section.pdf
05 Terms and Conditions.pdf
06 Specifications of Building Work.pdf
07 Specification of Road Work.pdf
08 Specifications od Electrical work.pdf
09 Vendor Civil LED and Cable work.pdf
10 Test Require for Construction Material.pdf
11 Site Visit Certificate.pdf
12 GR All.pdf
12.1 DMO_2941_01-Apr-2026_744.pdf
13 GR Affidavit GR_240217_161336.pdf
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