15th Finance Commission Untide 2022-23 Grant (2nd Installment)

Name of work : Construction Work of Protaction Wall, paverblock and Supplying and Installing LED Street Light in Various

Area @ Kheda Nagar Palika, District: Kheda.

Sr. No. Discription of Work Estimated Amount

Supplying and Installation Street light and paverblock in Smashan Behind Khediya Hanuman Temple Ward

Construction of Protection Wall from Civil Hospital Entry Gate towards Shantinagar Society Road Opp.

Narayanbhai House

SB-1 (Supplying and Installation Street light and paverblock in Smashan Behind Khediya Hanuman Temple

Sr. No. Discription of Work Estimated Amount

1 Supplying & Installing LED Street in Smashan Behind Khediya Hanuman temple

2 Providing and Laying Paverblock in Smashan Behind Khediya Hanuman Temple Ward No. 04

3 Construction of Underground Water Tank in Smashan Behind Khediya Hanuman Temple Ward No. 04

Add 2% Contigency Charges

Total Estimated Amount Rs.

SAY TOTAL AMOUNT

SAY TOTAL AMOUNT

SB-1a (Supplying & Installing LED Street in Smashan Behind Khediya Hanuman temple)

Sr. No Qty DESCRIPTION OF ITEM Rate Per Amount

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

1 8.00 Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire 3345.12 No

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. (i) above 36 to 48 watts Cat-lll

Supplying and erecting approved make Conical Pole (Medium Duty ) 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, with required base plate and integral Junction box consist of terminal

plate of min 6mm Hylam sheet, standard profile 35mmX7.5mm Din-Rail for MCB Mounting,

2 8.00 stud type terminal and arrangement for cable terminations as erected on suitable 5132.82 No

foundation (included) with necessary GI nut-bolts/J-Bolts. as per details given by

manufacturer considering site requirement. The length of poles are as below. (A) 3 Mtr.

Long 70 mm Top X 115 mm bottom dia,3 mm thickness.

Providing 1:2:4 cement concrete foundation & 70 % PCC from bottom including excavation

for the pole of size 45 x 45 x 100 cm. Deep in below ground level with plinth of 45 cm x

3 8.00 cm (or 45 cm dia x 45 cm) high upper ground level with necessary curing and finishing in 809.01 No

approved manner.

( for 4 & 6 mtr pole)

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper

4 276.00 conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe 987.78 Mtr.

at road crossing or floor of following size of cables. (B) 4 core 16 Sq. mm

Supplying & erecting earth pit of minimum bore dia.150mm size approved make Earthing

Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free hot

dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200 Micron galvanising, Inner

pipe dia of 25 mm having 200-250 Micron galvanising, connection terminal dia of 12mm

with constant ohmic value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber and heavy duty cover.

(A)(approved make OEM has to submit test certificate including value of earth resistance of

installation duly stamped and signed by agency and officer Incharge has to ensure the value

of earthing resistane mentioned in test Certificate) & having back filling compound of (B)

Inner chemical (CCM Compound)- Resistivity:- 0.2 ohm / meter testing as per IEC 62561-

2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill

Compound :- Earthing compound should be capable to retain moisture for long time

Necessary test report must be submitted by Agency. (c) For Electrical Installation covering

Transformer Neutrals, Lightning arrester Earthing, A.C.Plant & Sensitive Computer

System(like Automation, SCADA) i.e independent Earthing in normal soil.

Length of Pipe : 3.00 mtrs

Back filling Compound :2 nos Bags of 25 Kg.

Providing and erecting Street Light pole bracket comprising main B Class GI pipe of

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

6 8.00 fasteners for fixing the brackets and having spread of 1.5.mtr. length with 110 deg.with 683.77 No

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] Single Arm Bracket 1.5 Mtr

Supplying & erecting approved make SMC press moulded composite FRP. loop-in, loop-out

approx. 2mm thick box complete with Bakelite connector strip 5way(3P+N+E),DIN rail for

7 8.00 mounting mob & hinged doors as per requirement having locking arrangements with 414.10 No

mounting clamp with nuts, bolts & washers suitable for erection on pole with cable clamps&

earth bolt of following size of box.(B) 250mm x 200mm x 100mm [deep]

Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) having 10 KA

8 8.00 breaking capacity & confirms to IS : 8828 in existing box having following capacity (A) 6 to 32 278.76 No

Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or required depth for

9 180.00 laying any size of cable or locating the fault all over the run and back filling the same and 357.54 Mtr

making the surface as normal ground.

Providing and erecting Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised

10 8.00 iron pipe with coupling and buch buried in specially prepared earth pit complete with 368.65 No

necessary 8 SWG earth wire.

11 8.00 For using salt and charcoal / coke as required for pipe type earthing. 171.70 No

Supplying & erecting XLPE(IS:7098)(I)-88 ISI unarmoured copper cable 1.1 KV grade to be

erected as directed of following size. (E) 3 core 2.5 Sq. mm

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

Smart 4G Timer, Supply of IoT based 4G Smart Streetlight Control & Monitoring System

having a Smart Panel comprising of 3 Phase IoT Streetlight Smart 4G Timer with 16x2 LCD to

display RSSI, relay status, RTC time & diagnostics., Controller works on 3-phase & also on any

available 1-Phase., Controller with 8-hour battery backup during external power failure.

External power failure alert immediately to cloud., 110-630 V AC @ 50-60 Hz – 3 phase

operating range., Standby power consumption <3W., Smart 4G Timer with RS232 port for

DLMS Energy meter., Smart 4G Timer must be compatible with any make / brand of DLMS

(RS232) Energy Meter., DI: 4 Nos. (3 Contactor / Latch detection, 1 for Door Sensor.)., DO:

Relays for Independent control each phase (R, Y, B) with 1 extra spare relay., Smart 4G Timer

with dual SIM functionality for connectivity backup., 4G M2M SIM 3-Year communication

included., Local configuration via WiFi / BLE for maintenance or during force majeure., GPS

chip inbuilt of Smart 4G Timer for auto location tracking & astronomic schedule location.,

50 programmable schedules., Astronomic scheduling with monthly offsets., Smart 4G

Timer has inbuilt timer stores schedules locally & also stores schedule execution logs locally,

syncs to cloud whenever connected to cloud., Auto-scheduler overrides manual operations.,

Monitoring & alerts for MCB trips., Over/under voltage, current, overload, power factor &

short circuit protections with alerts via Dashboard, App, SMS, WhatsApp & Email., Contactor

/ Latch chattering protection & alerts., Smart 4G Timer with neutral failure protection and

alert., Bulit-in Watchdog for anti-jamming., Smart 4G Timer must send Regular "heartbeat"

on software for CCMS status.,

Accelerometer for tamper & panel movement detection & alerts., Smart 4G Timer must be

tested from an NABL Lab for Surge Test @ 6 KV (IEC 61000-4-5), ESD Test @ 4 KV (IEC 61000-

4-2), EFT @ 2 KV (IEC 61000-4-4), Conducted Emission @ 150 KHz-30 MHz (CISPR11), Damp

Heat Test (40 Deg C @ 95% RH) 2 cycles of 12+12 hours (IS: 9000 (Part 5/Sec.2):1981 latest)

with all test passing criteria as “Temporary degradation or loss of function or performance

which is self-recoverable”., FOTA functionality required for upgrades., Smart 4G Timer sends

& stores online/offline data of controller & load for lamp burn hours analysis.,

It stores & syncs connectivity logs for configuration of network connections & analytics.,

PANEL & SWITCHGEAR, The panel includes a Class 1 DLMS energy meter NABL approved

with 1-2 months of stored data of daily, hourly, monthly, load survey, instantaneous, events,

tamper data & with power events stored in meter memory for audit purpose., Must monitor

V, I, KWH, KVA, PF, KVAH, etc., Panel made with 2 mm CRCA sheet with ground mountable

stand complete with gland plate, waterproof glands, earthing bolt., IP55, weatherproof

panel with RAL7035 powder-coated., Smart 4G Timer must be fitted on removable terminal

sockets for easy maintenance., Switchgear includes 3 Nos. 3 pole Contactor / Latch having

minimum 50 A Load carrying capacity per phase, all other switchgear & wires: 40 A load

carrying capacity., 1 Nos. 4P MCB 10 kA for Incomer & 6 Nos. 1P MCBs 10 kA for Outgoing.,

Phase-Wise Bypass MCBs required., 4P RCCB 100 mA., door sensor. Also, provide lock & key

facility., Panel mount outdoor antenna for GSM, GPS., Canopy design for draining down

water., CCMS SMART SOFTWARE, OAuth 2.0 APIs for sending data to Government

clouds/software, etc., CCMS Web dashboard with secure password & OTP login., Hosted on

trusted cloud, data security, antivirus & attack protection., HTTPS., AES256-bit encryption.,

Vulnerability Assessment and Penetration Testing (VAPT) certificate for CCMS Software.,

Streetlight management software for load status, live analytics & reports., Energy meter

data tables (kW, kWh, PF, I, V, etc.) available., Utility monthly bill reconciliation & Class

accuracy reports for billing, energy monitoring & auditing for streetlight load., Fault

detection., Light fault 99% analysis on dashboard using energy monitoring., WhatsApp

integration., Hierarchy-wise reporting & alerts., GIS mapping of live connected streetlight

control panels, poles & streetlights., MQTT protocol., Smartphone app with local

configuration & navigation., Monitoring & reporting of lighting parameters., Facility for

media attachments for site photos/videos/work permits/checklists, etc. per Feeder Panel for

remote verification., Asset management module for streetlight infrastructure data.,

Complaint/service task management with history & escalation must be available., Android &

iOS App for dashboard analytics, graphs, energy data, alerts., 3 Years CCMS Web Software &

Cloud Server Hosting subscription included., Customizable, user-friendly dashboard.,

Add 2.00% Contingency Rs.

Add 1.00% Quality Control Rs.

Grand Total Rs.

Grand Total Rs.

Say Total Amount

Say Total Amount

SB-1b (Providing and Laying Paverblock in Smashan Behind Khediya Hanuman Temple Ward No. 04)

Sr No Qty DESCRIPTION OF ITEM RATE PER AMOUNT

Box cutting the road surface to proper slope and camber for making a base for road

1 109.00 work including removing the excavated stuff and depositing on the road side slope 207.40 Cmt

as directed upto 50Mt.lead.

2 109.00 Carting For excavated Earth up 3.00 km lead 76.64 Cu.m

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand

3 65.50 broken stone aggregates 40 mm nominal size) and curing complete excluding cost 3005.76

of formwork in (A) Foundation and Plinth Cu.m

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block

60mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 : 2006 including

35 mm Sand layer for levelling and filling the joint with sand in proper line and

level as per guidlines of IRC : SP 63-2018 etc. Complete.

Add 2.00 % Contigency

SB-1c (Construction of Underground Water Tank in Smashan Behind Khediya Hanuman Temple Ward No.

Sr No Qty DESCRIPTION OF ITEM RATE PER AMOUNT

Preparing structural design of RCC Under Ground / Partially under ground / above

high ground level Reservoir of required capacity as per relevant I.S. standards and

constructing the same, including excavation in all types of soil strata (including

rock) including shoring strutting if required, for loose soil / to protect from

collapse, casting 100 mm thick P.C.C. levelling course in M-15, Refilling the pit with

proper soil and disposing of the surplus stuff at all lead. Including cement plaster in

CM 1:2 with approved water proofing compound to all over inside container (i.e.

walls, base, top slab/dome bottom etc. all). Including all types of labour and

material charges of lowering, laying, erecting / hosting and jointing of pipe

assembly to inlet, outlet overflow, washout and bye pass arrangement as per

hydraulic design. Providing and fixing accessories, CI Manhole frame and cover,

water level indicator, adequate cowl type ventilators or lantern type ventilator with

stainless steel jail. RCC chambers for valves. Providing and applying three coats of

cement paint / snowcem to the out side face of structure. It also includes

satisfactory water tightness test as per relevant I.S. code and painting name of

scheme and capacity on the tank as per direction of engineer in charge.

List of Indian Standards for Design of GSR / SUMP:-

The structural design of GSR shall be in accordance with

provisions relevant I.S standards

(1) I.S. 3370 part I & II 2009 or Its latest revision

(1.1) I.S. 3370 part III & IV 1965 or Its latest revision

(2) I.S. 456 – 2000 or Its latest revision.

(3) I.S. 1893 – 2000 – 1984 or Its latest revision.

(4) I.S. 875, Part – 1 to 3, 1987 or Its latest revision.

Generai specification:

(1) Water depth in container shall be adopted as per data of tender. Capacity shall

be calculated excluding free board of the reservoir. If water depth is not specified,

the suitable water depth / acceptable to field engineer in accordance with

(2) Shape of schoanltl abine eard (oinp tpeladn f)o rs pceacpiaficeidty .by in data

shall be adopted in absence

circular shape shall be adopted.

(3) Size shall be fixed as per availability of space (land area) at site / acceptable

engineer in charge.

(4) Effect of overlapping of pressure bulbs on soil due near by structure and

proposed sump should be considered.

(5) Care shall be taken that no damage should occur to nearby existing structure.

Compensation shall be paid for thesame byagency.

(6) The minimum concrete grade for RCC shall be M-30.

(7) HYSD Fe 415 / 500 grade reinforcing bars confirming toI.S. 1786 / 1139 shall be

considered in design. CRS / TMT bars shall be provided. In saline atmosphere

corrosion resistance stainless steel / HCR rebar shall be provided. Any other steel

can be used with approval of C.E./ in situation of nonavailability in market without

(8) Minimum size (or thickness) of various components shall be provided as per

tender criteria / specifications in absence as per I.S./ Std. practice of G.W.S.S.B.

Minimum dimensions \ specified for various components in tender data/

specifications shall be provided without fail.

(9) The safe bearing capacity (SBC) shall be referred from SBC test report. In

absence of report, it shall be referred from data sheet. If poor soil is found / water

table is met with during excavation SBC shall be scientifically ascertained and

design shall be revise. No extra shall be paid for increase in quantity.

(10) DI pipes and special shall only be used if type is not

specified in tender.

(11) The rate shall include cost of dewatering during excavation making all

arrangement when water table meets within depth.

(12) The structure shall be designed properly to resist uplift due to ground water

table specified in data or actual ground water table meets with during excavation.

If GWT / Uplift is mentioned in tender and during excavation it dose not meet 7.5%

rate shall be reduced.

(13) SS pipes railing shall be provided over sump perifery

when sump height is ≥ 1.5 meter above ground level.

(14.a) RCC staircase/RCC Steps should be provided from GL to sump top slab based

on the height of the GSR above/below

(14.b) RCC Staircase with SS railing to be provided inside reservoir container. BB

Masonry staircabin to be provided to cover the same with MS safety door having

locking arrangement.

(15) Appearance of structure should be aesthetically good

looking acceptable to authority.

(16) Any change in size, shape, depth below GL, height above GL, water depth, F.B.,

size of member etc can be permitted in exceptional case due to site condition or

hydraulic design requirement by C.E. No extra shall be paid for change.

(17) Any change in data, dimensions, shape, water depth, reduction in size if

permitted by competent authority and if it reduces quantity then payment shall be

reduced prorate.

(18) When capacity of GSR / Sump is > 20 lakh litres two or

suitable compartments acceptable to executive engineer

shall be designed and provided.

(19) Agency shall engage qualified (at least graduate) consulting engineer for

designing the structure and he / she shall visit the site for guidance of work.

(20) 75% part rate shall be payable for concrete, reinforcement and plastering

items of container until satisfactory hydraulic testing for water tightness is

performed as per tender condition. Till the work shall be treated as complete.

Above conditions / general specifications Sr. No. 1 to 20 are part and parcel of

tender (contact) and prevail over other provisions in tender.

As above with water table (Sub soil water level above foundation)

Capacity of GSR/Sump

20000.00 1. Cost of 20,000.00 litre Capacity 6.26 Ltr

Providing submerged centrifugal pump sets (water immersed, dry air filled, class

"F" insulated TEWC motor integrally mounted on volute casing pump sets for water

duty, 3-phase, 50 ± 3% Hz, 415 ± 10% V along with suitable foundation / installation

2 device with cable length from pumps to panels & of following Material of

Construction: Impeller: CF8M, Casing: C.I. FG 260, Wearing Ring: SS, TC mechanical

seal, CS/SS bearing, SS shaft with sleeve, SS strainer & MS motor body. up to

Total Amount With GST

Total Amount With GST

Add 2% Contigency Charge

Add 1% Q.C Charge

SAY TOTAL AMOUNT

SAY TOTAL AMOUNT

SB-2 (Construction of Protection Wall from Civil Hospital Entry Gate towards Shantinagar

Society Road Opp. Narayanbhai House)

Sr No Qty. Particulars Rate unit Amount

Demolition of Brick work and stone masonry including stacking of serviceable

1 73.50 materilas and disposal of unserviceable materials with all lead and lift.(ii) In 536.09 Cu.M

Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including

shoring, strutting dewatering as necessary and disposing of the excavated stuff as

directed.(A) Depth upto 3.0 M. and lead upto 100m for 10 Cum

Filling available excavated earth (excluding rock) in trenches. Plinth, sides of

3 91.00 foundations etc. in layers not exceeding 20 cm. in depth consolidating each 130.39 Cu.M

disposited layer by ramming and watering.

Providing and laying cement concrete 1:2:4 (1 cement : 2coarse sand :4 graded

4 16.00 stone aggregates 20 mm nominal size) and curing complete excluding cost of 3917.36 Cu.M

formwork in(A) Foundation and plinth

Providing and laying controlled cement concrete work M250 and curing complete

including the cost of form work but excluding the cost of reinforcement of

reinforced concrete work in foundation, footings base of column and mass

concrete. (A) Footing/ Raft

Providing and laying controlled cement concrete M.250 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:(i) Having cross-sectional area

Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding

and placing in position complete upto floor two level (upto 10 ton) Kg

Providing & laying weep hole in Aburtments, and returns by using A.C. pipe of

8 140.00 100mm including laying in proper grede and jointing the completed as per detailed 45.81 Each

Earthwork for embankment including breaking clods, dressing with all lead and lift

9 54.00 (excluding watering and consolidation)(E) From Borrow area within 3.0 Km. lead 161.22 Cu.M

Provinding and Laying PP non- Wovengeotextile PR(200 gsm) or Equivelent over

the Prepared surface as per Specification including stitching with overlap to design

profile as directed in tidal range etc. Complete

Add 18% GST charge

Add 2% contigency charge

Add 1.0% Q.C. Charge

Say Total amount

Say Total amount