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Tender Value
₹2.2 Cr
EMD Value
₹2.2 L
Closing Date
18 Feb 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Chief Officer, Kutiyana Nagarpalika
CONSTRUCTION OF C.C ROAD AND LED STREET LIGHT WORK AT VARIOUS AREA IN KUTIYANA NAGARPALIKA, DIST. PORBANDAR UNDER SJMMSVY 2024-25 GRANT
270872
KUTIYANANP/CCROAD/T15/RT00
Open
Civil - All
Porbandar
3 documents required · 3 mandatory
₹3,600
Chief Officer, Kutiyana Nagarpalika, Kutiyana
₹2.2 L
30 Jan 2026
30 Jan 2026
30 Jan 2026
18 Feb 2026
30 Jan 2026
One percent of the Estimated cost of work put to tender shall be recovered from the running bills of the contractor as testing charges, after deducting
the cost of material proposed in scheduled-B at basic rate. One percent labour cess will be deducted from contractor’s bill.
SCHEDULE NAME OF WORK Amount
Note:- Schedule 1 an amount Rs.55417.00 (Fifty Five Thousand four hundred seventeen only) shall be deducted from first R.A. Bill Towards the cost
of dismantled material of civil items
Note:- Schedule 2 an amount Rs.100304.00 (One Lac Three hundred four only) shall be deducted from first R.A. Bill Towards the cost of dismantled
material of civil items
Note:- Schedule 3 an amount Rs.85258.00 (Eighty Five Thousand two hundred fifty eight only) shall be deducted from first R.A. Bill Towards the cost
of dismantled material of civil items
Note:- Schedule 4 an amount Rs.62550.00 (Sisty two Thousand five hundred fifty only) shall be deducted from first R.A. Bill Towards the cost of
dismantled material of civil items
I/ We am/are willing to carry out the work at ________________% above / below _________________% (should be written in figure and words)
below / above the estimated rates mentioned above amount of my / our tender works out as under :-
Estimated amount put to tender : Estimated amount put to tender :
Signature of contractor Chief Officer
KUTIYANA NAGARPALIKA
SCHEDULE NAME OF WORK Amount
1) All the work shall be carried out as per MOST specification and specification on the division or as directed.
Rates quoted includes clearance of site (prior to commencement of work and at its closed) in all respects and held gross for
2) under all conditions, site moisture weather etc.
In RCC item when there is change in grade of concrete mix or change in consumption of cement as per actual mix design
then the difference in consumption of cement shall be deducted from the rate of original item valued at the star rate as
mentioned in tender. However no extra payment shall be made for use of additional Quantity of cement as per actual
concrete mix design. Concrete mix design shall be done in GERI laboratory only.
The Contractor shall exhibits a board as per Govt. circular No. 2DK – 3277 / 1657 N Dt. 26–01-73 with detail of specification
4) and details of work and amount involved at site without any payment as directed by the Engineer in charge.
Testing of materials be as per statement attached with the Specifications, the materials shall be tested in G.E.R.I. Bill for
5) testing shall be paid by the Executive Engineer and 1% of the (one percent) of amount put to tender after shall be recovered
from the running account bills of the works. (As per G.R. (R&B) Deptt., No. TNC/1085/4/C Dtd. 20.12.91.
6) The contractor shall quote even "NIL" if no reduction is proposed.
One precent of estimated cost put to tender for this work shall be recovered from the contract payments as "LABOUR CESS".
7) In terms of the Gujarat Government Gazette Extra ordinary dated 12.12.04. Implementation of building and other
construction workers regulation of equipments and conditions of service Act-1996)
8) Photographs of before work and after work will be submitted by the contractor at the time of each bill submission.
9) The contractor is solely responsible to bare all applicable taxes. Excluding Gist
10) Gist Will Be Paid Extra As Applicable Rates
Signature of contractor Chief Officer
KUTIYANA NAGARPALIKA
KUTIYANA NAGARPALIKA
KUTIYANA, DIST. PORBANDAR
Name of Project : CONSTRUCTION OF C.C ROAD and LED STREET LIGHT WORK AT VARIOUS AREA IN KUTIYANA
NAGARPALIKA, DIST. PORBANDAR UNDER SJMMSVY 2024-25 GRANT
Name of Work : CONSTRUCTION OF C.C ROAD AT DEVDA NAKA NAVAPARA AREA IN KUTIYANA NAGARPALIKA. DIST.
SCHEDULE - "B-1"
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
1 Dismantling tiled of stone floors laid in mortar including
stacking of serviceable materials and disposal of Rupees Fifty One and Forty
1779.00 unserviceable materials with all lead and lift. 51.45 Five Paise Sq m
2 Box cutting the road surface to proper slope and camber
for making a base for road work including removing the Rupees One Hundred
excavated stuff and depositing on the road side slope as Fourteen and Forty Four
92.00 directed up to 50 M. 114.44 Paise m3
3 Providing and laying cement concrete 1:4:8 (1- Cement : 4-
coarse sand : 8- hand broken stone aggregates 40 mm
Rupees Two Thousand Seven
nominal size) and curing complete excluding cost of
Hundred Ninety Two and
formwork in (A) Foundation and Plinth
270.00 2792.52 Fifty Two Paise m3
4 Providing and casting in situ controlled cement concrete M-
200 for average 75 mm thick wearing coat laid as
directed including tamping, vibrating, finishing, curing and Rupees Five Thousand Three
filling in joints with bitumen Hundred Thirty Nine and
404.00 complete 5339.93 Ninety Three Paise m3
5 Tracing of Old Manhole (All type) Rupees One Thousand Two
Hundred Fourteen and Two
25.00 1214.02 Paise No.
KUTIYANA NAGARPALIKA
KUTIYANA, DIST. PORBANDAR
Name of Project : CONSTRUCTION OF C.C ROAD and LED STREET LIGHT WORK AT VARIOUS AREA IN KUTIYANA
NAGARPALIKA, DIST. PORBANDAR UNDER SJMMSVY 2024-25 GRANT
Name of Work : CONSTRUCTION OF C.C ROAD AT JUMA MASJID AREA IN KUTIYANA NAGARPALIKA.DIST.PORBANDAR
SCHEDULE - "B-2"
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
1 Dismantling tiled of stone floors laid in mortar including
stacking of serviceable materials and disposal of Rupees Fifty One and Forty
3220.00 unserviceable materials with all lead and lift. 51.45 Five Paise Sq m
2 Providing and laying cement concrete 1:4:8 (1- Cement : 4-
coarse sand : 8- hand broken stone aggregates 40 mm Rupees Two Thousand Seven
nominal size) and curing complete excluding cost of Hundred Ninety Two and
322.00 formwork in (A) Foundation and Plinth 2792.52 Fifty Two Paise m3
3 Providing and casting in situ controlled cement concrete M-
200 for average 75 mm thick wearing coat laid as
directed including tamping, vibrating, finishing, curing and Rupees Five Thousand Three
filling in joints with bitumen Hundred Thirty Nine and
483.00 complete 5339.93 Ninety Three Paise m3
4 Tracing of Old Manhole (All type) Rupees One Thousand Two
Hundred Fourteen and Two
30.00 1214.02 Paise No.
KUTIYANA NAGARPALIKA
KUTIYANA, DIST. PORBANDAR
Name of Project : CONSTRUCTION OF C.C ROAD and LED STREET LIGHT WORK AT VARIOUS AREA IN KUTIYANA
NAGARPALIKA, DIST. PORBANDAR UNDER SJMMSVY 2024-25 GRANT
Name of Work : CONSTRUCTION OF C.C ROAD AT MOTI KHATRIWAD AREA IN KUTIYANA NAGARPALIKA, DIST.
SCHEDULE - "B-3"
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
1 Dismentaling tiled of stone floors laid in mortar including
stacking of serviceable materilas and disposal of Rupees Fifty One and Forty
2737.00 unserviceable materials with all lead and lift. 51.45 Five Paise Sq m
2 Providing and laying cement concrete 1:4:8 (1- Cement : 4-
coarse sand : 8- hand broken stone aggregates 40 mm Rupees Two Thousand Seven
nominal size) and curing complete excluding cost of Hundred Ninety Two and
274.00 formwork in (A) Foundation and Plinth 2792.52 Fifty Two Paise m3
3 Providing and casting in situ controlled cement concrete M-
200 for average 75 mm thick wearing coat laid as
directed dincluding tamping, vibrating, finishing, curing Rupees Five Thousand Three
and fillingin joints with bitumen Hundred Thirty Nine and
410.00 complete 5339.93 Ninety Three Paise m3
4 Tracing of Old Manhole (All type) Rupees One Thousand Two
Hundred Fourteen and Two
30.00 1214.02 Paise No.
KUTIYANA NAGARPALIKA
KUTIYANA, DIST. PORBANDAR
Name of Project : CONSTRUCTION OF C.C ROAD and LED STREET LIGHT WORK AT VARIOUS AREA IN KUTIYANA
NAGARPALIKA, DIST. PORBANDAR UNDER SJMMSVY 2024-25 GRANT
Name of Work : CONSTRUCTION OF C.C ROAD AT NAGINA MASJID AREA IN KUTIYANA NAGARPALIKA. DIST.
SCHEDULE - "B-4"
Item Quantities Item Descrption Estimated Rates Unit Total Amount
Item Quantities Item Descrption Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
1 Dismentaling tiled of stone floors laid in mortar including
stacking of serviceable materilas and disposal of Rupees Fifty One and Forty
2008.00 unserviceable materials with all lead and lift. 51.45 Five Paise Sq m
2 Providing and laying cement concrete 1:4:8 (1- Cement : 4-
coarse sand : 8- hand broken stone aggregates 40 mm Rupees Two Thousand Seven
nominal size) and curing complete excluding cost of Hundred Ninety Two and
192.00 formwork in (A) Foundation and Plinth 2792.52 Fifty Two Paise m3
3 Providing and casting in situ controlled cement concrete M-
200 for average 75 mm thick wearing coat laid as
directed dincluding tamping, vibrating, finishing, curing Rupees Five Thousand Three
and fillingin joints with bitumen Hundred Thirty Nine and
288.00 complete 5339.93 Ninety Three Paise m3
4 Tracing of Old Manhole (All type) Rupees One Thousand Two
Hundred Fourteen and Two
20.00 1214.02 Paise No.
KUTIYANA NAGARPALIKA
KUTIYANA, DIST. PORBANDAR
Name of Project : CONSTRUCTION OF C.C ROAD and LED STREET LIGHT WORK AT VARIOUS AREA IN KUTIYANA
NAGARPALIKA, DIST. PORBANDAR UNDER SJMMSVY 2024-25 GRANT
Name of Work : CONSTRUCTION OF C.C ROAD AT NEAR TOWER CHOWK TO PASWARI ROAD IN KUTIYANA
NAGARPALIKA, DIST. PORBANDAR
SCHEDULE - "B-5"
Item Quantities Item Descrption Estimated Rates Unit Total Amount
Item Quantities Item Descrption Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
1 Box cutting the road surface to proper slope and camber
for making a base for road work including removing the
Rupees One Hundred
excavated stuff and depositing on the road side slope as
Fourteen and Forty Four
directed upto 50 M.
2 Providing and laying compacted WBM 100mm thick of
grade II by using machine crushed B.T. metal of size
45mm to 63mm, with using 13% screening 13.2 size and
7% stone dust as binding materials, including spreading
Rupees Nine Hundred Twenty
watering and consolidation with all lead and lift.
490.00 926.17 Six and Seventeen Paise m3
3 Providing and laying cement concrete 1:4:8 (1- Cement : 4-
coarse sand : 8- hand broken stone aggregates 40 mm
Rupees Two Thousand Seven
nominal size) and curing complete excluding cost of
Hundred Ninety Two and
formwork in (A) Foundation and Plinth
490.00 2792.52 Fifty Two Paise m3
4 Providing and casting in situ controlled cement concrete M-
200 for average 75 mm thick wearing coat laid as
directed dincluding tamping, vibrating, finishing, curing Rupees Five Thousand Three
and fillingin joints with bitumen Hundred Thirty Nine and
735.00 complete 5339.93 Ninety Three Paise m3
KUTIYANA NAGARPALIKA
KUTIYANA, DIST. PORBANDAR
Name of Project : CONSTRUCTION OF C.C ROAD and LED STREET LIGHT WORK AT VARIOUS AREA IN KUTIYANA
NAGARPALIKA, DIST. PORBANDAR UNDER SJMMSVY 2024-25 GRANT
Name of Work : CONSTRUCTION OF C.C ROAD AT VERIOUS AREA IN KUTIYANA NAGARPALIKA, DIST. PORBANDAR
SCHEDULE - "B-6"
Item Quantities Item Descrption Estimated Rates Unit Total Amount
Item Quantities Item Descrption Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
1 Box cutting the road surface to proper slope and camber
for making a base for road work including removing the
Rupees One Hundred
excavated stuff and depositing on the road side slope as
Fourteen and Forty Four
directed upto 50 M.
2 Providing and laying cement concrete 1:4:8 (1- Cement : 4-
coarse sand : 8- hand broken stone aggregates 40 mm
nominal size) and curing complete excluding cost of
Rupees Two Thousand Seven
formwork in (A) Foundation and Plinth
Hundred Ninety Two and
105.00 2792.52 Fifty Two Paise m3
3 Providing and casting in situ controlled cement concrete M-
200 for average 75 mm thick wearing coat laid as
Rupees Five Thousand Three
directed dincluding tamping, vibrating, finishing, curing
Hundred Thirty Nine and
and fillingin joints with bitumen complete
158.00 5339.93 Ninety Three Paise m3
4 Tracing of Old Manhole (All type) Rupees One Thousand Two
Hundred Fourteen and Two
25.00 1214.02 Paise No.
KUTIYANA NAGARPALIKA
KUTIYANA, DIST. PORBANDAR
Name of Project : CONSTRUCTION OF C.C ROAD and LED STREET LIGHT WORK AT VARIOUS AREA IN KUTIYANA
NAGARPALIKA, DIST. PORBANDAR UNDER SJMMSVY 2024-25 GRANT
Name of Work : LED STREET LIGHT IN AMBEDKAR BHAVAN TO DEVANGI CHOWKDI AT KUTIYANA, DIST. PORBANDAR
SCHEDULE - "B-7"
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
1 Supplying and erecting Flexible PVC insulated multi strand Rupees Seventy Seven and
multi core 1.1 kv grade ISI marked copper wires of Seventy Seven Paise
following size to be erected as directed. pipe
(h) 2.50 Sq.mm 3 core round PVC sheathed
2 Supplying and erecting LED street light / Flood light fittings Rupees Six Thousand Five
with High power White LEDs wattage of 3 Watt and above Hundred Sixty Six and One
assembled on single MCPCB, efficiency more than 130 Paisa
lm/w and corrosion free High pressure die cast aluminium
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 270V, Power
Factor more than 0.95, THD < 10 %, CCT 3000K to 5700K,
Uniformity ratio > 0.45, Luminaire efficacy >
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 in charge 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 (iv) 120 watts Cat-
38.00 lll 6566.01 EACH
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
3 providing and erecting Miniature circuit breaker single pole Rupees One Hundred Twelve
6A to 25A suitable to operate on 240 V A.C. system and and Eleven Paise
having breaking capacity 10 KA to be erected in existing
box. confirming to IS 8828/1996 with ISI Mark - Cat-III
4 Providing & erecting 415V MCB Four Pole Switch for Rupees Five Hundred
Lighting Load (B curve) having 10KA breaking capacity & Seventy Eight and Seventy
confirms to IS :8828 in existing box having following Three Paise
(a) 32 A.Cat - III
5 Supplying & erecting earth pit of minimum bore Rupees Four Thousand Five
dia.150mm size approved make Earthing Electrode Hundred Ninety One and
consisting Pipe-in-Pipe Technology as per IS 3043-1987 Forty Six Paise
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.(approved make OEM has to submit test certificate)
& having back filling compound of (B) Inner chemical
(CCM Compound)- Resistivity:- 0.2 / meter testing as
per IEC 62561-2017, Voltage drop:- < 1 volt at no load &
dry form, Sulphur content:- <2%(C) Back fill Compound :-
Earthing compound should be capable to retain moisture
for long time Necessary test report must be submitted.(a)
For Electrical Installation up to 440V in normal soil, Length
of pipe - 1 Mtr, Back filling compound - 1 Nos Bag of 15 Kg
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
6 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured Rupees One Hundred Forty
cable multistrand / Solid Aluminium conductor for 1.1 KV. and Thirty Nine Paise
to be laid on wall with necessary clamps or in existing
trench / pipe of following size of cables.
(C) 4 core 10 Sq. mm
7 Solder less crimping type Aluminium lugs conforming to IS Rupees Thirteen and Thirteen
suitable for cable of following size evenly crimped with Paise
high pressure tool & connected to switchgear terminals
with brass/cadmium plated nut bolts in an approved
8 Providing and, fixing heavy duty flange type brass cable Rupees Thirty Eight and
gland with rubber ring for PVC insulated armoured cable Thirty Eight Paise
complete with out going tails, insulating tape etc for
following size of cables.
76.00 (C) 2 to 4 core 10 Sq. mm 38.38 No
9 Supplying and erecting approved make Octagonal pole Rupees Fifteen Thousand
made from HR sheet steel. The pole should be made as per Seven Hundred Five and Fifty
IS. and shall be coated with hot dip galvanizing as per IS Paise
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.(H) 9 Mtr. Long 70 mm Top
X 155 mm bottom Dia, 3 mm thickness with
260mmX260mmX16mm base plate 4-M24 Bolts and
750mm long with necessary G.I. J Bolts .Approx Pole
38.00 weight 97 kg 15705.50 EACH
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
10 Providing and erecting street light pole bracket comprising Rupees Six Hundred
main B Class GI pipe of 4.2 cm/require outside dia. Fourteen and Eight Paise
complete with suitable B Class G.I sleeve tubing of approx.
45cms.length and suitable for 76.5 mm / 80mm. / require
size pole top having sufficient fasteners for fixing the
brackets and having spread of 1 mtr. length with suitable
rise as per site condition & 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 1 Mtr
11 Supplying & erecting IP 55 grade following size section Rupees Three Thousand Five
pillar fabricated from joint less M.S. Sheet with angle iron Hundred Ninety Five and
legs made from jointless M.S. Angle with cable clamps to Sixty Paise
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
1.00 X 35 X 5 mm thick MS angle. 3595.60 No
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
12 Supplying & erecting approved make time switch with Rupees Two Thousand Three
single pole air break contacts suitable for 230 Hundred Fifty Four and
V.15/16A.complete with self starting motor driven clock Thirty One Paise
‘ON’ &’ OFF’ automatic arrangement at any predetermined
time during each 24 hours, With nickel cadmium
2.00 rechargeable battery backup erected as directed. 2354.31 No
13 Supplying & erecting power contactor ,AC3 duty for time Rupees Two Thousand Seven
switch complete erected as per direction Cat III Hundred Eighty Two and
2.00 [D] 4 pole 440V 40 Amp. 2782.55 Fifty Five Paise No
14 Making trench in Hard Murrum / Tar Road of suitable width Rupees Three Hundred Fifty
of 90 cm or required depth for laying any size of cable or Seven and Fifty Four Paise
locating the fault all over the run and back filling the same
and making the surface as normal ground.(B) If additional
machinery like hammer driller or JCB use [Add]
15 Providing & laying approved make Double walled Rupees Sixty Two and Sixty
corrugated pipes (DWC) of polyethylene(conforming to IS Two Paise
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.
16 Providing and erecting HOT deep Galvanised iron strip wire Rupees Seventy Seven and
75.00 8 to 16 SWG. 77.77 Seventy Seven Paise Kg.
17 Providing and erecting Pipe type earthing having 150 Rupees Three Hundred Sixty
cms.long and 2.5 cms. dia. galvanised iron pipe with Eight and Sixty Five Paise
coupling and buch buried in specially prepared earth pit
38.00 complete with necessary 8 SWG earth wire. 368.65 No
18 for using salt and charcoal/coke as required for pipe type Rupees One Hundred
earthing Seventy One and Seventy
38.00 171.70 Paise No
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
19 providing and erecting Approved make RCCBs conforming Rupees Two Thousand Six
to IS: 12640 and having sensitivity of 30 mA and Short Hundred Thirty Seven and
Circuit withstand capacity of 10 KA and suitable for Eleven Paise
operation on 3 phase and neutral 415V,50Hz. having
characteristic of quick action & tripping with all advance
feature & do not incorporate any electronic component for
following Max. rating erected as directed.
(ii) 40Amps. FP cat - III
20 Supplying and erecting HYLAM sheet on existing angle iron Rupees One Thousand One
frame. For following thickness.6mm THICK Hundred Fifty Six and Forty Sq.
2.00 1156.45 Five Paise Mtr.
21 Providing and erecting Approved make Four pole moulded Rupees Six Thousand One
case circuit breaker having breaking capacity ICU of 25 KA. Hundred Seventy Three and
at 415 V,having normal current rating up to 25 A to 100A. Twelve Paise
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 (25 A.-100 A. FP MCCB)
2.00 Cat III 6173.12 No
KUTIYANA NAGARPALIKA
KUTIYANA, DIST. PORBANDAR
Name of Project : CONSTRUCTION OF C.C ROAD and LED STREET LIGHT WORK AT VARIOUS AREA IN KUTIYANA
NAGARPALIKA, DIST. PORBANDAR UNDER SJMMSVY 2024-25 GRANT
Name of Work : LED STREET LIGHT IN MANZA VISTAR ROAD TO SONALKRUPA ENTERPRISE AT KUTIYANA, DIST.
SCHEDULE - "B-8"
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
1 Supplying and erecting Flexible PVC insulated multi strand Rupees Seventy Three and
multi core 1.1 kv grade ISI marked copper wires of Seventy Three Paise
following size to be erected as directed. pipe
(h) 2.50 Sq.mm 3 core round PVC sheathed
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
2 Supplying and erecting LED street light / Flood light fittings Rupees Six Thousand Five
with High power White LEDs wattage of 3 Watt and above Hundred Sixty Six and One
assembled on single MCPCB, efficiency more than 130 Paisa
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 270V, Power
Factor more than 0.95, THD < 10%, CCT 3000K to 5700K,
Uniformity ratio > 0.45, Luminaire efficacy >
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-voltag (iv) 120 watts Cat-
26.00 lll 6566.01 EACH
3 providing and erecting Miniature circuit breaker single pole Rupees One Hundred Twelve
6A to 25A suitable to operate on 240V A.C. system and and Eleven Paise
having breaking capacity 10 KA to be erected in existing
box. confirming to IS 8828/1996 with ISI Mark - Cat-III
4 Providing & erecting 415V MCB Four Pole Switch for Rupees Five Hundred
Lighting Load (B curve) having 10KA breaking capacity & Seventy Eight and Seventy
confirms to IS :8828 in existing box having following Three Paise
capacity (a) 32 A.Cat - III
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
5 Supplying & erecting earth pit of minimum bore Rupees Four Thousand Five
dia.150mm size approved make Earthing Electrode Hundred Ninety One and
consisting Pipe-in-Pipe Technology as per IS 3043-1987 Forty Six Paise
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.
(approved make OEM has to submit test certificate) &
having back filling compound of (B) Inner chemical (CCM
Compound)- Resistivity:- 0.2 / 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. (a)
For Electrical Installation up to 440V in normal soil, Length
of pipe - 1 Mtr, Back filling compound - 1 Nos Bag of 15 Kg
6 Providing and erecting XLPE (IS:7098) (I)-88 ISI armoured Rupees One Hundred Thirty
cable multistrand / Solid Aluminium conductor for 1.1 KV. Eight and Thirty Seven Paise
to be laid on wall with necessary clamps or in existing
trench/ pipe of following size of cables.
(C) 4 core 10 Sq. mm
7 Solder less crimping type Aluminium lugs conforming to IS Rupees Thirteen and Thirteen
suitable for cable of following size evenly crimped with Paise
high pressure tool & connected to switchgear terminals
with brass/cadmium plated nut bolts in an approved
manner. (B) 10 Sq.mm
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
8 Providing and, fixing heavy duty flange type brass cable Rupees Thirty Eight and
gland with rubber ring for PVC insulated armoured cable Thirty Eight Paise
complete with out going tails, insulating tape etc for
following size of cables.
(C) 2 to 4 core 10 Sq. mm
9 Supplying and erecting approved make Octagonal pole Rupees Fifteen Thousand
made from HR sheet steel. The pole should be made as per Seven Hundred Five and Fifty
IS. and shall be coated with hot dip galvanizing as per IS Paise
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. (H) 9 Mtr. Long 70 mm Top
X 155 mm bottom dia, 3 mm thickness with
260mmX260mmX16mm base plate 4-M24 Bolts and
750mm long with necessary G.I. J Bolts .Approx Pole
26.00 weight 97 kg 15705.50 No
10 Providing and erecting street light pole bracket comprising Rupees Six Hundred
main B Class GI pipe of 4.2 cm/require outside dia. Fourteen and Eight Paise
complete with suitable B Class G.I sleeve tubing of approx.
45cms.length and suitable for 76.5 mm / 80mm. / require
size pole top having sufficient fasteners for fixing the
brackets and having spread of 1 mtr. length with suitable
rise as per site condition & 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 1 Mtr
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
11 Supplying & erecting IP 55 grade following size section Rupees Three Thousand Five
pillar fabricated from joint less M.S. Sheet with angle iron Hundred Ninety Five and
legs made from jointless M.S. Angle with cable clamps to Sixty Paise
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
1.00 X 35 X 5 mm thick MS angle. 3595.60 No
12 Supplying & erecting approved make time switch with Rupees Two Thousand Three
single pole air break contacts suitable for 230V. 15/16A. Hundred Fifty Seven and
complete with self starting motor driven clock ‘ON’ &’ OFF’ Thirty Four Paise
automatic arrangement at any predetermined time during
each 24 hours, With nickel cadmium rechargeable battery
2.00 backup erected as directed. 2357.34 No
13 Supplying & erecting power contactor, AC3 duty for time Rupees Two Thousand Seven
switch complete erected as per direction Cat III Hundred Eighty Two and
[D] 4 pole 440V 40 Amp. Fifty Five Paise
14 Making trench in Hard Murrum / Tar Road of suitable width Rupees Two Hundred Ninety
of 90 cm or required depth for laying any size of cable or Seven and Ninety Five Paise
locating the fault all over the run and back filling the same
and making the surface as normal ground. (B) If additional
machinery like hammer driller or JCB use [Add]
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
15 Providing & laying approved make Double walled Rupees Sixty Two and Sixty
corrugated pipes (DWC) of polyethylene (conforming to IS Two Paise
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)
16 Providing and erecting HOT deep Galvanised iron strip wire Rupees Seventy Seven and
8 to 16 SWG. Seventy Seven Paise
17 Providing and erecting Pipe type earthing having 150 Rupees Three Hundred Sixty
cms.long and 2.5 cms. dia. galvanised iron pipe with Eight and Sixty Five Paise
coupling and buch buried in specially prepared earth pit
complete with necessary 8 SWG earth wire.
18 for using salt and charcoal/coke as required for pipe type Rupees One Hundred
earthing Seventy One and Seventy
26.00 171.70 Paise No
19 providing and erecting Approved make RCCBs conforming Rupees Two Thousand Six
to IS: 12640 and having sensitivity of 30 mA and Short Hundred Thirty Seven and
Circuit withstand capacity of 10 KA and suitable for Eleven Paise
operation on 3 phase and neutral 415V, 50Hz. having
characteristic of quick action & tripping with all advance
feature & do not incorporate any electronic component for
following Max. rating erected as directed.
(ii) 40Amps. FP cat - III
20 Supplying and erecting HYLAM sheet on existing angle iron Rupees One Thousand One
frame.for following thickness.6mm THICK Hundred Fifty Six and Forty Sq.
2.00 1156.45 Five Paise Mtr.
Item Quantities Item Description Estimated Rates Unit Total Amount
Item Quantities Item Description Estimated Rates Unit Total Amount
No. Estimated but in Figure in Words according to
may be more estimated
or less quantities.
21 Pproviding and erecting Approved make Four pole moulded Rupees Six Thousand One
case circuit breaker having breaking capacity ICU of 25 KA. Hundred Seventy Three and
at 415V, having normal current rating up to 25 A to 100A. Twelve Paise
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 (25 A.-100 A. FP MCCB)
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2. Mile Stone Dates and Tender Nivida .pdf
D- ELECTRIC SPECIFICATION.pdf
7. Details of Work.pdf
5. Specification Index .pdf
4. TEST REQUIRE FOR CONSTRUCTION MATERIAL .pdf
6. Qualification Criteria.pdf
1. SBD .pdf
3. Schedule-B.pdf
8. Vendor Civil work.pdf
B - ROAD WORK SPECIFICATIONS.pdf
C - PARIPTRA.pdf
A - BUILDING_SPECIFICATIONS.pdf
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