Improvement by providing Widening (7 Mtr to 10 Mtr) from Km 6.42 to 22.42 and Strengthening from Km 22.42 to 26.62 of existing Rewari Shahjahanpur Road (SH-15) in Rewari Distt. (ID 1447)

Amount

Dismantling of Existing Culverts, Roads & Side Drain: Dismantling of Existing culverts, side drain and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. Dismantling of Existing Slab culvert upto 1.00 m Span

Dismantling of Existing Slab culvert upto 1.5 m Span

Dismantling of Existing Slab culvert upto 2.00 m Span

Dismantling of Existing Slab culvert upto 3.00 m Span

Dismantling of existing damaged Pipe culverts

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut ear1ier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause 201 of MORT&H specifications. In area of light jungle (By Mechanical Means) HSR 17.2.3

Scarifying Existing Bituminous Surface to a depth of 160 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 160 mm and disposal of scarified material with in all lifts and lead up to 1000 metres, as per technical clause 202 of MORT&H specifications. HSR 17.4

Excavation for roadwork in soil by manual/mechanical means including cutting , trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including breaking of clods and disposal within ROWas per technical clause 301 of MORT&H specifications. HSR 17.74

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. as per technical clause 305 of MORT&H specifications. (Use Excavated earth) HSR 17.7

Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. HSR 17.6

Granular Sub-Base with Close Graded Material· (Table:- 400-1) Plant mix method: Providing and laying 125/150 mm thick Granular sub-base consisting of drainage layer confirming to Table 400.1 grading-III of MORT&H specification fifth edition, mixing in mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause no 401 of MORT & H specifications 2013.HSR 17.14.3 NOTE:- Only crushed stone material should be used no local sand/tibba sand shall be used.

Granular Sub-Base with Close Graded Material· (Table:- 400-1) Plant mix method: Providing and laying 125/150 mm thick Granular sub-base consisting of filter layer confirming to Table 400.1 grading-VI of MORT&H specification fifth edition, mixing in mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratery power roller to achieve desired density complete as per clause no 401 of MORT & H specifications 2013. HSR 17.14.3 NOTE:- Only crushed stone material should be used no local sand/tibba sand shall be used.

Wet Mix Macadam. Providing, laying, 225mm thick spreading and compacting graded stone aggregate to wet mix macadam specification in two layer 125+100 including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications. HSR 17.24

Prime Coat @ 0.60kg per sqm: Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications. HSR 17.25

Tack Coat : Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications. HSR 17.26.1

Dense Graded Bituminous Macadam 80 mm to 100 mm thickness (Grading I): Providing and laying 80mm -100 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.0% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications. HSR 17.30.1

Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP: Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications. HSR 17.31.2

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8- 1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications. Kilometre Stone for Village Roads HSR 34.27.2

5th kilometre stone (precast) HSR 34.27.1

200 meter stone HSR 34.27.4

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising 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. HSR 34.26

Cable Duct Across the Road : Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Single row for one utility service. HSR 34.47.1

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications. Depth up to 3 m. HSR 15.1.2.1

Back filling behind abutment, wing wall and 10.1.4.of return wall complete as per drawing and IRC:78 MoRT&H Specification 2200 Granular material. HSR 27.16.1

Providing and laying of Filter media with granular 710.1.4. of materials/stone crushed aggregates satisfying IRC:78 and the requirements laid down in clause 2504.2.2. 2200 of MoRT&H 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 MoRT&H Specification. HSR 27.17

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:3:6 (1 Cement : 3 coarse sand (zone-Ill): 6 graded cum stone aggregate 40 mm nominal size). HSR 6.1.5

Plain/Reinforced Cement Concrete in Open 1500, 1700 Foundation complete as per Drawing and & 2100 Technical 1500, 1700 and 2000 of MORT&H Specifications. PCC Grade M15. HSR 15.8.1

Plain/Reinforced Cement Concrete in Open 1500, 1700 Foundation complete as per Drawing and & 2100 Technical 1500, 1700 and 2000 of MORT&H Specifications. PCC Grade M20. HSR 15.8.2

Plain/Reinforced Cement Concrete in Open 1500, 1700 Foundation complete as per Drawing and & 2100 Technical 1500, 1700 and 2000 of MORT&H Specifications. PCC Grade M30. HSR 15.8.6.1

Plain/Reinforced Cement Concrete in Open 1500, 1700 Foundation complete as per Drawing and & 2100 Technical 1500, 1700 and 2000 of MORT&H Specifications. RCC Grade M30. HSR 15.8.7.1

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRT&H specification clause 1500, 1600, 1700 & 2704. HSR 27.46

Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as Specified. i) Excavation and backfilling are incidental to work and not to be measured separately. ii) Rate for RCC M 20 may be taken from chapter on super structure. HSR 34.31

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications. HSR 27.13

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes. HSR 13.42.3

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & MoRT&H Specification. HSR 27.51.2

Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) HSR 27.44

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ retum wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications. HSR 27.15

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. The internal diametric of the sewer being: 1200mm. HSR 21.95.10

Providing Hard Moorum Filling between Head Wall & Pipe (Sandy Material)

Road Delineators: Providing and fixing of standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per Class C table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above ground, width not less than 100 mm and shall extend not more than 300 mm below ground while being installed. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. The product shall be provided with 3 year outdoor warranty report tested in India condition as per IRC 67: 2012 requirement. HSR 34.37

Mandatory sign board 600 mm circular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 6Dx60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012. HSR 34.7.1

Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45xD.45xD.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012. Using high intensity Microprisomatic grade retro reflective Sheeting Class Bas per IRC 67 2012. HSR 34.5.2

Using high intensity Microprisomatic grade retro reflective Sheeting Class Bas per IRC 67 2012 HSR 34.10.2

Informatory sign board 900x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per dause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012. HSR 34.11.2

Advance Direction signboard 1200x900 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per dause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 Using high intensity Microprisomatic grade retro reflective Sheeting Class Bas per IRC 67 2012. HSR 34.13.2

Overhead sign board B000x1500mm cantilever type single sided as per IRC 67-2012 with retro reflective Sheeting as per ASTM D 4956 - 09 and as per IRC 67 - 2012 fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed single support system of MS pipe and plates in the form of a cantilever type truss made with 350NB pipe @50kg per metre as vertical support, 50NB pipe @ 4.50kg per metre and 40NB pipe @ 3.61kg per metre for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012. HSR 34.20.1

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012. Using high intensity Microprismatic grade retro reflective Sheeting Class Bas per IRC 67 2012. HSR 34.19.2

Informatory sign board 800x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x6Dx3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012. HSR 34.8.1

Anti-glare screen with rectangular vane of MS sheet Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m centre to centre, top edge of the screen 1. 75 m above ground level, vertical post firmly embedded in M-15 cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings. HSR 34.46.2

Precasting and placing in position 125 mm dia Bollards 600 mm each high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-Ill): 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. HSR 6.42

Informatory sign board 800x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x6Dx3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012. HSR 34.8.1

Flexible Median Marker: Providing and Fixing of Flexible Median Markers as per IRC 79:2019 which shall be made of combination of tough, high impact resistant molded thermoplastic body along with floroscent yellow colour retro-reflective Class C sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Class C Yellow sheeting as per IRC 67-2012 . The flexible median marker shall have overall height of minimum 180 mm, width of minimum 120 mm, body thickness of minimum 2.0 mm and shank depth of minimum 30mm. The retroreflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The Flexible Median Marker shall be tested from Government Lab for reboundability and tensile test as per IRC 79:2019. HSR 34.35

Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. HSR 10.77

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and sqm. HSR 6.30.3

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, sqm buttresses, plinth and string courses etc. HSR 6.30.2

Foundations, footings, bases of columns, etc. for sqm mass concrete. HSR 6.30.1

Public Health: Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISi marked K-9 grade S&S pipes as per 15:8329- 2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. 100 mm i/d. HSR 20.63.1

150 mm i/d HSR 20.63.2

200 mm i/d HSR 20.63.3

Providing and fixing DI special (NS)

Providing and fixing CI special (NS)

Providing, Fixing, Supply and Erection of all below Electrical Items as per PWD/ MoRTH Specification/ as per direction of Engineer-in-Charge PCC Pole 11 Mtr Long

PCC Pole 09 Mtr

V-Shape X-Arm 100x50mm Wt. 13.200 Kg.

11 KV Polymeric Pin Insulator with G.I. Pins

LT Insulator

D-Straps

11KV Disc Insulator T&C Type

11KV Disc Fitting T&C Type

Stay Sets 8’ long complete with X-Plat 460mm of Angle 65x65x6 Elbow &

Stay wire 7/8 SWG

MS Channel 100x50x6mm 2200mm for H pole, wt.21.032 kg

MS Channel 75x40x6mm 2200mm for fuse unit, wt. 15.708 kg

MS Angle 50x50x6mm -2400mm (for earth wire) Wt. 10.80 kg.

Half Clamp Wt. 1.47kg

Full Clamp Wt. 2.325Kg.

9Mtr. 11 KV GO Switch Complete with handle, pipe & supporting Channel

MS Channel T-off 100x50mm (1600mm) Wt. 15.296 Kg.

MS Flat for T-off Bracing (900mm)50x6mm Wt. 12.87 Kg.

LT Fuse Unit Board

MS Angle iron 50x50x6mm-2860mm (Bracing H-Pole) Wt. 9.90 kg.

MS Angle 520x50x6mm-2200mm (Belting H-Pole) Wt. 9.90 kg.

G.S.L. 8 SWG

ACSR Conductor 50mm2 (Rabbit)

MS Nut & Bolt off sizes

Earthing Rod Wt. 6.175 Kg.

GI Pipe 40 mm dia 6 mtr. long for earthing set B class

GI Strip 25x6mm 11 mtr. long for earthing wt. 10.80kg.

Lightning Arrestor

Un Armoured Single Core LT Cable 95mm2

Un Armoured Single Core LT Cable 50mm2

GI Angle Iron 50x50x6 mm

11 KV Top bracket Hamper

G.I. Nut Bolts off sizes

11 KV Polymeric Disc insulator

11 KV Polymeric Pin insulator with Pin

ACSR 30mm2

GI Flat 50x6mm

G.I. Channel 100x50x6mm

G.I. Channel 75x40x6mm

PG Clamp for ACSR

11 KV GO Switch complete 400Amp. 11mtr pole

GI Strip for earthing 9 mtr.

Danger Plate

Number Plate

Barbed wire

LT Pvc s/c 185mm2 cable

Thimble off sizes

GI Pipe 100mm dia

D/O H pole structure complete with fitting

D/O pcc pole 9 mtr long with fittings

D/O ACSR 50mm2

D/O 25/63 kva T/F complete w/o pole

D/O 11kv GO switch

D/O RD Fuse unit

D/O Iron Scrap

E/O 25/63 kva T/F

Recovery items: The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer and granular layers have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under :- Quantity of Old Bricks to be recovered from Culvert & Side Drain @ Rs. 3.00 per Brick

Quantity of Old Brick BATS to be recovered from Culvert & Side Drain @ Rs. 250.00 per cum

Quantity of Steel in Culvert to be recovered @ Rs. 20000.00 per MT

Sarvodya Infracon Ptd. Ltd.

Shri Balaji Constructions