Construction of Internal Road Connectivity from NPAR Roundabout to Existing Internal Concrete Road at Kamarjar Port Limited, Ennore (T.N) (Package-I)

Dry Lean Cement Concrete Sub- base (Providing and laying of dry lean cement concrete Sub- base

over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation

after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum

1 6.1 moisture content to be determined during trial length construction, concrete strength not to be less Cum 3061.35 ₹ 6,320.74 ₹ 1,93,49,997.40

than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with

electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.), complete as

per specifications and directions of Engineer-in-Charge.

Providing and laying design mix cement concrete of M-50 grade, in roads/ taxi tracks/ runways,

using cement content as per design mix, using coarse sand and graded stone aggregate of 25/12.5

mm nominal size, super-plasticizer & specified design criteria, providing dowel bars with sleeve/ tie

bars wherever required, laying at site, spreading and compacting mechanically by using paving

machine, needle and surface vibrators, levelling to required slope/ camber, finishing with required

texture & with vacum dewatering machine, including steel form work with sturdy M.S. channel

sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10

2 NDSR-1 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint Cum 7143.15 ₹ 14,093.11 ₹ 10,06,69,210.84

filler and sealants, providing polythene sheet (rate inclusive) complete all as per direction of

Engineer in- charge

(Item of joint fillers, sealants, dowel bars with sleeve/ tie bars, to be paid separately). Note:-

Minimum Cement content in M-50 is to be @ 450 kg/cum.

Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per

3 12.40 drawing and technical specifications , complete as per specifications and directions of Engineer-in- MT 54.85 ₹ 1,31,366.54 ₹ 72,05,414.52

Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after

making the joints dust free with high pressure air jet cleaners, all complete as per direction of the

Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound

impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre

board and IS: 1834 for hot sealing bitumen compound grade A.) Measurement per cm. depth per

cm. width per metre length

Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion

joints in roads /pavements all complete as per direction of the Engineer-in-Charge. Using grade 'A'

sealing compound conforming to IS: 1834. Measurement per cm. depth per cm. width per metre

CULVERTS & BOX CELL

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and

technical specification, including setting out, construction of shoring and bracing, removal of

1 9.1 B stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved Cum 130.00 ₹ 200.60 ₹ 26,078.00

material.) B) Mechanical Means , Depth upto 3 m complete as per specifications and directions of

Engineer-in-Charge.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical

2 13.90 specification A) Granular material, complete as per specifications and directions of Engineer-in- Cum 88.75 ₹ 2,456.50 ₹ 2,18,019.50

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the

requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than

600 mm with smaller size towards the soil and bigger size towards the wall and provided over the

entire surface behind abutment, wing wall and return wall to the full height compacted to a firm

condition , complete as per drawing and Technical Specification. and directions of Engineer-in-

Providing , laying Plain/Reinforced Cement Concrete in Open Foundation complete (Incl. Shuttering)

as per Drawing and Technical Specifications. A ) PCC Grade M15 Case I With Batching Plant,

Transit Mixer and Concrete Pump , complete as per specifications and directions of Engineer-in-

Providing , laying Plain/Reinforced Cement Concrete in Open Foundation complete (Incl. Shuttering)

as per Drawing and Technical Specifications.F) PCC Grade M30 Case-I With Batching Plant, Transit

Mixer and Concrete Pump, Complete as per specifications and directions of Engineer-in-Charge.

Minimum cement content is to be 320 Kg/m3

Providing , laying Plain/Reinforced Cement Concrete for wall & slab etc. complete (Incl. Shuttering)

as per Drawing and Technical Specifications.C) RCC Grade M30 With Batching Plant, Transit Mixer

and Concrete Pump, Complete as per specifications and directions of Engineer-in-Charge. Minimum

cement content is to be 320 Kg/m3

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall

7 9.17 with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H Nos 264.00 ₹ 990.02 ₹ 2,61,365.28

towards drawing foce. Complete as per drawing and Technical Specifications

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per

drawing and technical specifications

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing

9 16.11 not less than 40 kg beyond curtain wall, Complete as per specifications and directions of Engineer- Cum 26.17 ₹ 3,109.30 ₹ 81,369.24

Painting two coats after filling the surface with synthetic enamel paint bridge No. and span

10 14.24 arrangements as per as directed by Engineer. Nos 2.00 ₹ 410.64 ₹ 821.28

Digitally signed by DEEPAK

DSR/ MORTH Total

correction Total NDSR

SL. NO. ITEM Description Unit Qty DSR/MORTH NDSR Rate

factor/ Amount

6 Retaining Structures (Retaining wall / Toe wall)

Foundation Excavation for Structures (Earth work in excavation of foundation of structures as per

drawing and technical specification, including setting out, construction of shoring and bracing,

1 12.1 removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with Cum 2280.00 ₹ 252.32 ₹ 5,75,289.60

approved material.) B) Mechanical Means, Depth upto 3 m , Complete as per specifications and

directions of Engineer-in-Charge.

Providing , laying Plain/Reinforced cement concrete in open foundation complete (Incl. Shuttering)

as per drawing and technical specifications, Case I A) PCC Grade M15 , With Batching Plant, Transit

Mixer and Concrete Pump, Complete as per specifications and directions of Engineer-in-Charge.

Providing , laying Plain/Reinforced cement concrete in open foundation complete (Incl. Shuttering)

as per drawing and technical specifications, Case I E) RCC Grade M25 , With Batching Plant, Transit

Mixer and Concrete Pump, Complete as per specifications and directions of Engineer-in-Charge.

Minimum Cement 300 Kg/m3

Providing , laying Plain/Reinforced cement concrete in sub-structure complete (Incl. Shuttering) as

per drawing and technical specifications, F) RCC Grade M25 (P) Height upto 5m, With Batching

Plant, Transit Mixer and Concrete Pump, Complete as per specifications and directions of Engineer-

in-Charge. Minimum Cement 300 Kg/m3

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per

5 12.40 drawing and technical specifications MT 162.09 ₹ 1,31,366.54 ₹ 2,12,93,695.09

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall

6 13.8 with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H Nos 950.00 ₹ 554.60 ₹ 5,26,870.00

towards drawing foce. Complete as per drawing and Technical specifications

Provision of an reinforced cement concrete crash barrier at the edges of the road , approaaches to

bridges structures, median, constructed with M-40 Grade of concrete with TMT Reinforcement

conforming to IRC:21 and dowel bars 25mm dia 450mm long at expansion joints filled with pre-

moulded asphalt filler board , keyed to structure on which is built and installed as per design given

in the enclosure to dimensions in the approved drawing and at locations directed by EIC as

specified with friction slab as per drawing.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the

requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than

600 mm with smaller size towards the soil and bigger size towards the wall and provided over the

entire surface behind abutment, wing wall and return wall to the full height compacted to a firm

condition complete as per drawing and Technical Specification.

7.0 Drainage & Protective Works

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and

technical specification, including setting out, construction of shoring and bracing, removal of

1 12.1 stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved Cum 2941.00 ₹ 252.32 ₹ 7,42,073.12

material.), B) Mechanical Means, Depth upto 3 m, Complete as per specifications and directions of

Engineer-in-Charge.

Plain/Reinforced cement concrete in open foundation complete (Incl. Shuttering) as per drawing

and technical specifications, A) PCC Grade M15 CASE I With Batching Plant, Transit Mixer and

2 12.8 A Concrete Pump, Complete as per specifications and directions of Engineer-in-Charge. Cum 294.10 ₹ 8,941.69 ₹ 26,29,751.03

Plain/Reinforced cement concrete in open foundation complete (Incl. Shuttering) as per drawing

and technical specifications, G) RCC Grade M30, Case I With Batching Plant, Transit Mixer and

Concrete Pump , Complete as per specifications and directions of Engineer-in-Charge.

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per

4 12.40 drawing and technical specifications , Complete as per specifications and directions of Engineer-in- MT 91.08 ₹ 1,31,366.54 ₹ 1,19,64,692.04

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall

5 13.8 with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H Nos 266.00 ₹ 554.60 ₹ 1,47,523.60

towards drawing foce. Complete as per drawing and Technical specifications

Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in

single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on

first class bedding of granular material in single row including fixing collar with cement mortar 1:2

6 9.1 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls metre 120.00 ₹ 6,490.00 ₹ 7,78,800.00

and parapets . )

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with

bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610

mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover

23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3

graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand :

10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar

1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and

bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm

deep for single pipe line :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and

weighing not less than 440 grams.

8.0 Traffic Signs, Markings and Appurtenances

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on

Bituminous Surface,

1 8.13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising Sqm 529.33 ₹ 1,155.22 ₹ 6,11,496.45

glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass

beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom

width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation

150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb

2 8.1A laying machine, foundation concrete laid manually, all complete as per clause 408), Using Concrete Metre 1304.00 ₹ 365.80 ₹ 4,77,003.20

Batching and Mixing Plant,

ii) PCC M20 for Kerb (Cast in Situ), Complete as per specifications and directions of Engineer-in-

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with

synthetic enamel paint in all shades on new plastered concrete surfaces)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC

:67 made of high intensity grade sheeting vide clause 801.3, 2mm thick aluminium sheeting,

3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over

back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2

mm thicknness firmly fixed to the ground by means of properly designed foundation with M25

grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved

i)Advance Direction Signs 2400mm x 2400mmn (5.28sqm)

Direction and Place Identification Signs upto 0.9 sqm Size Board.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67

made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm

5 8.05 thick or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding Nos 4.00 ₹ 49,560.00 ₹ 1,98,240.00

0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel

circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25

grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years

warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause

801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm

thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole

50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed

foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground

level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as

per approved drawing and clause 801 including lettering symbols etc. 80 mm x 60 mm rectangular

Digitally signed by DEEPAK

DSR/ MORTH Total

correction Total NDSR

SL. NO. ITEM Description Unit Qty DSR/MORTH NDSR Rate

factor/ Amount

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years

warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over

aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable

back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to

IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade

cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all

exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing

and clause 801 including lettering symbols etc. 50cmx 60 cm rectangular (Single chevron etc.)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years

warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause

801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm

thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole

50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed

foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground

level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as

per approved drawing and clause 801 including lettering symbols etc. 60 cm circular

One Way Hazard Marker Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign

made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-

67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet

fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild

steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted

as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with

9 8.15 (i) M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all Nos 8.00 ₹ 5,310.00 ₹ 42,480.00

materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary

for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro -

Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-

2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field

performance and a certified copy of three years outdoor exposure report shall be obtained as

per IRC 67:2022. (as per MoRT&H Specification No.801) 30cm x 90cm rectangular

Two Way Hazard Marker Providing fixing of Rigid Median Marker double sided made of

polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding

the median marker shall have a minimum Izod impact strength value of 600 J/m at room

temperature. The impact strength of the poly carbonate should not decrease to less than 70%

of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or

exposure to 2 years of natural weathering. The body of the median marker shall be in the form of

an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median

marker shall have fluorescent yellow retro - reflective sheeting confirming to Type XI

specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm2.

Edge of retro reflective shall be concealed using a grill/ mesh/similar mechanism to prevent

vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in

contrasting colour on both side of median marker for distinct identification.

Providing, fabricating, transporting, and erecting a Full-Span Overhead Gantry Sign Structure

spanning across a 3-lane carriage-way with shoulders (approximate span 14.0 metres to 16.0

metres, clearance height 5.5 metres from the road crown, or as specified by the Engineer-in-

Charge). The structure shall consist of circular/rectangular structural steel sections conforming to

IS: 2062 Grade YST-310/E250, including vertical support columns, horizontal truss chords,

bracings, walkway assembly, and safety railings. The entire steel structure must be hot-dip

galvanized (minimum coating thickness of 86 microns / 610 g/m² as per IS: 4759) after complete

workshop fabrication.The item includes providing and fixing Overhead Informatory Sign Boards

fabricated using 3 mm thick Aluminum Composite Panel (ACP) or 2 mm thick Aluminum Sheet

11 8.07 backing. The sign face shall be made of Class C / Type XI (Diamond Grade) Micro-Prismatic Retro- Nos 2.00 ₹ 4,72,000.00 ₹ 9,44,000.00

Reflective Sheeting conforming to IRC:67 and MoRTH Clause 801, featuring clean-cut text, symbols,

borders, and retro-reflective arrows matching standard lane layouts.The work includes executing

the specialized structural foundation consisting of RCC M25/M30 grade concrete pedestals/piles,

embedding high-tensile foundation anchor bolts, base plates, templates, nuts, washers, brackets,

and providing reflective hazardous-object markers on the vertical upright pillars. The rate shall

include all design validation, structural engineering drawings, wind load calculations (up to 180

km/h or region-specific standard), material testing, welding inspections, transit, crane hire for

lifting, scaffolding, staging, traffic management, and diversion works during erection, complete in

all respects as per approved drawings and specifications."

Road Delineators -Supplying and installation of delineators (road way indicators, hazard markers,

object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips,

fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or

pressed into the ground and conforming toIRC-79 and the drawings.

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA

(Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded

micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow

stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-

reflective surface shall be 35 (+/-5) degress to base .The

reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance

intensity should be as per the specification and shall be tested as described in ASTM I: 809 as

recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the

adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as

per direction of Engineer-in-charge.

Providing, fabricating, and fixing Retro-Reflective Informatory Traffic Sign Board 'Weigh Bridge

Ahead' of size 900 mm x 675 mm (or size as specified by the Engineer-in-Charge). The sign face

shall be fabricated using Micro-Prismatic Grade Retro-Reflective Sheeting (Class B / Type IV)

conforming to IRC:67 and MoRTH specifications, fixed over a 3 mm thick Aluminum Composite

Panel (ACP) or 2 mm thick Aluminum Sheet backing. The text, symbols, and borders shall be

14 8.05 cleanly cut/printed per approved designs. The sign board shall be securely mounted on a 75 mm Nos 2.00 ₹ 10,539.76 ₹ 21,079.52

nominal bore Heavy-Duty Galvanized Iron (GI) post, at least 3.2 metres total length, painted with

alternate 250 mm bands of black and white epoxy paint. The installation includes digging,

positioning, and fixing the post firmly in a foundation of Cement Concrete M15 grade (1:2:4) of size

450 mm x 450 mm x 600 mm, including all labor, materials, machinery, transportation, bolts, nuts,

brackets, and overheads, complete in all respects as per drawings and specifications."

Digitally signed by DEEPAK

DSR/ MORTH Total

correction Total NDSR

SL. NO. ITEM Description Unit Qty DSR/MORTH NDSR Rate

factor/ Amount

9.0 Electrical Works

Providing and erecting (incl foundation) of 9 m hot-dip galvanized octagonal steel poles with double

arm bracket, fabricated from tapered octagonal shaft with base plate, complete with 250 W LED

outdoor luminaires (Philips/Havells/Equivalent), underground LT 1.1 kV 3.5 Core 25 sq.mm

aluminium armoured cable laid through 90 mm HDPE duct, internal pole wiring with 3 Core 2.5

sq.mm FR copper cable, MCBs, hot-dip galvanized clamps, foundation, earthing, feeder pillar with

timer and contactor, EB service connection, meter panel and all allied accessories, confirming to

relevant IS specifications, complete in all respects as directed by the Engineer. Using foundation in

median.LED streetlight fixture yielding a net system efficacy of 130 lm/W. Make Bajaj, Philips or

equivalent. Item includes Supply and installation of Street Light Feeder Pillar with timer (INCOMER-

32A MCB, NECESSARY CONTACTOR, TIMER to operate street lights), and supply and laying of 4

core 16 sq.mm. PVC Armoured UG Aluminium Cable including HDPE pipe from incomer to poles.

Includes loop earthing pit for every 3 poles with GI strip 25mmx3mm.

Providing and erecting (incl foundation) of 9 m hot-dip galvanized octagonal steel poles with single

arm bracket, fabricated from tapered octagonal shaft with base plate, complete with 250 W LED

outdoor luminaires (Philips/Havells/Equivalent), underground LT 1.1 kV 3.5 Core 25 sq.mm

aluminium armoured cable laid through 90 mm HDPE duct, internal pole wiring with 3 Core 2.5

sq.mm FR copper cable, MCBs, hot-dip galvanized clamps, foundation, earthing, feeder pillar with

timer and contactor, EB service connection, meter panel and all allied accessories, confirming to

relevant IS specifications, complete in all respects as directed by the Engineer. Using foundation in

median.LED streetlight fixture yielding a net system efficacy of 130 lm/W. Make Bajaj, Philips or

equivalent. Item includes Supply and installation of Street Light Feeder Pillar with timer (INCOMER-

32A MCB, NECESSARY CONTACTOR, TIMER to operate street lights), and supply and laying of 4

core 16 sq.mm. PVC Armoured UG Aluminium Cable including HDPE pipe from incomer to poles.

Includes loop earthing pit for every 3 poles with GI strip 25mmx3mm.

Providing and erecting a high mast pole 30 m high hot dip galvanised mast designed to withstand

forces exerted with wind speeds of 180 km per hour with 3 seconds gust, as per IS:875 (Part 3) -

1978, incl foundation fitted with a base flange, door at the base of mast with heavy duty internal

lock, lantern carriage, suitable winching arrangement for safe working load of 750 kg and high

powered electrically driven power tools for raising and lowering of lantern carriage, flexible 8 core

3 NDSR-4 electric cable, lightening conductor, earthing terminal, and fixing 2 nos aviation obstruction lights Nos 2.00 ₹ 17,70,000.00 ₹ 35,40,000.00

on top of the mast, all complete as per approved design and drawings in ludes SS316 wire ropes,

and total 12 luminaries of 400w with efficacy 130lm/w (make Bajaj, Philips or equivalent). Item

includes supply and laying of 4 core 16 sq.mm. PVC Armoured UG Aluminium Cable including HDPE

pipe from incomer meter panel to masts separately. Meter panel with energy meter also to be

provided as per local EB specs. Includes earthing separate pits with GI strip 25mmx3mm.

Total Amount (DSR+NDSR) = ₹ 27,78,77,080.00

Total Amount (DSR+NDSR) = ₹ 27,78,77,080.00

Digitally signed by DEEPAK