Construction of road from Amritsar Mehta Road adda Boparai to Gehri Naraingarh road along UBDC Kasoor Lower Branch and Reconstruction of Bridge 3-Span 10m eff. Each over UBDC Kasoor Lower Branch Crossing Naraingarh to Gehri Road

Amount

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Mechanical Means (Depth upto 3 m) Complete in all respect as per MORTH Item No. 3.13B

Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction Complete in all respect as per MORTH Item No. 305.3.4 case I

Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres, Complete in all respect as per MORTH Item No. 305.4.3 ii

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 Complete in all respect as per MORTH Item No. 3.16

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, Complete in all respect as per MORTH Item No. 3.17

Construction of granular sub-base grading-III by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respect as per clause 401B iii

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Complete in all respect as per MORTH Item No. 4.14 B

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means, Complete in all respect as per MORTH Item No. 502 A case i

Providing and applying tack coat Emulsion R.S.1 (for T/C) with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom., Complete in all respect as per MORTH Item No. 503 i, For DBM

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent 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 as per MoRTH specification clause No. 505 complete in all respects. Dense Graded Bituminous Macadam Grading - II, Complete in all respect as per MORTH Item No. 5.04 B

Providing and applying tack coat Emulsion R.S.1 (for T/C) with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. For SDBC, Complete in all respect as per MORTH Item No. 503 i

Providing and laying semi dense bituminous concrete 25mm to 30mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @5%, 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 IRC-111(2009) specification, Complete in all respect as per MORTH Item No.5.7 ii

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, Complete in all respect as per MORTH item 8.13

Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body.The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl ethecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. CSR 24.63

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811

Construction of RCC Retaining wall along UBDC, overall 7.05 mtr. Height complete in all respect.

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 surplus soil.

(a) Upto 3 Mtr. depth

(b)Above 3m upto 6m depth

Plain Cement Concrete 1:3:6 nominal mix in abutment base with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (Sr. no. 12.4)[As per Analysis attached]

Reinforced Cement Concrete M-30 in footing including centering & shuttering but excluding steel reinforcement complete as per Drawing and Technical Specification. [As per analysis attached]

Reinforced Cement Concrete M-30 in substructure including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification .

(a) Upto 5 Mtr. height [As per analysis attached]

Drainage Spouts complete as per drawing & Technical specification [As per analysis attached]

Supplying, Fitting & Placing uncoated HYSD bar reinforcement in Foundation complete as per drawing and technical specifications [As per analysis attached]

Supplying, Fitting & Placing uncoated HYSD bar reinforcement in Sub-Structure complete as per drawing and technical specifications [As per analysis attached]

Providing & 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 & technical specifications. [ As per Analysis Attached]

Providing Weep holes in Brick Masonry/ Reinforced concrete abutment, wing wall/ Return wall with 80 mm dia PVC pipe, extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing & technical specifications. [ As per Analysis Attached]

Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design as per IRC 8- 1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc 5th kilometre stone (precast)

Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications 24.39

Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 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 60x60x3.2mmmm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical postcomplete 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 conforming to clause 6.7 of IRC 67-2012 .

Mandatory sign board 900mm circular as per IRC 67- 2012 with high intensity Microprismatic grade 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 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 0.45x0.45x0.60m 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 conforming to clause 6.7 of IRC 7-2012 . Using high intensity Microprismatic grade retro eflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 24.45 a

Informatory sign board 800x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade 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 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 0.45x0.45x0.60m 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 conforming to clause 6.7 of IRC 67-2012 . Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 24.46 a

Informatory sign board 600x450mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012.fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 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 0.45x0.45x0.60m 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 conforming to clause 6.7 of IRC 67-2012 . Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 24.46 b

Informatory sign board 600x600mm square as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. with retro reflective high intensity Microprismatic grade sheeting fixed over 3mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 24.46 c

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade 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 24.51 a

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign 600 mm x 450 mm rectangular 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 drawing.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign 900 mm X 750 mm rectangular 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 drawing.

Providing and fixing of retro- reflectorised mandatory sign 600 mm X 600 mm X 600 mm Triangular 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 drawing.

Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing aterial type B at approved locations to control speed. The close graded premix surfacing material type B shall conform to technical specifications complete

Construction of 1.50 feet Hume Pipe culvert (24 feet formation width) with all respect.

Earth work in excavation

CC 1:6:12 with brick ballast

First Class BB in 1:5 in

First Class BB in 1:5

Cement pointing 1:2 variety

Providing jointing and cutting of plain and Reinforced Cement Concrete spigot and socketed pipes specials with rubber ring ISI marked CSR 29.46 ('c) e

Laying Hume Pipe culvert N.P.-3 CSR 20.13 ( c)

Reconstruction oF 10'-0" SPAN SLAB TYPE CULVERT

Earthwork in excavation in foundation in ordinary soil

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Providing and laying centring and shuttering for slab culvert

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20 using batching plant transit mixer & Concrete pump M 20

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications

Brick on edge flooring 1:5

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.

Dismantling of Brick work in cement mortar

Dismantling of RCC (CSR 8.41)

Credit of Old Bricks

Credit of Brick Bats

Credit of Old steel

Construction of 0.70 mtr span slab type culvert with 10.00 mtr formation as per drawing.

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 stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil Mechanical Means (Depth upto 3 m)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 using batching plant & Concrete pump

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20 using batching plant transit mixer & Concrete pump

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications

Drain 600 x 600 mm complete in all respect

Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specifiction clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides

Cement Concrete 1:3:6 with stone ballast (PCC M 15)

Brick Masonary work in cement mortar 1:3 in foundation of walls complete excluding pointing and plastering as per drawings and technical specification

Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications.

Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications

RECONSTRUCTION OF BRIDGE 3-SPAN 10M EFF. EACH OVER UBDC KASOOR LOWER BRANCH CROSSING NARAINGARH TO GEHRI ROAD IN ASSEMBLY CONSTITUENCY JANDIALA GURU DISTT. AMRITSAR.

CONSTRUCTION OF BRIDGE

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 stumps and other deleterious matter etc. complete. upto 3m Depth

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 stumps and other deleterious matter etc. complete. upto 3m to 6m Depth

P.C.C. 1:3:6 (M-10) for base course under Abut. And Piers Complete as per drawing & technical Specifications.

P.C.C. (M-15) for Base of Flooring Complete as per drawing & technical Specifications.

R.C.C. M-30 for Abut/Pier Footing including centring shuttering but excluding steel reinforcement complete as per drawing & technical Specifications.

R.C.C. M-30 for Sub-Structure Footing including centring shuttering but excluding steel reinforcement complete.

Provision for Rubbing the Abutment & Pier caps smooth with carborandam stone.

R.C.C. M-30 for Super-Structure Footing including centring shuttering but excluding steel reinforcement complete.

Providing & Laying 56mm thick Wearing Coat consisting of 50mm thick bituminous concrete and 6mm thick Mastic Alphalt including tack coat.P&L Tack Coat

Providing & Laying 56mm thick Wearing Coat consisting of 50mm thick bituminous concrete and 6mm thick Mastic Alphalt including tack coat. P&L 6mm Mastic Asphalt

Providing & Laying 56mm thick Wearing Coat consisting of 50mm thick bituminous concrete and 6mm thick Mastic Alphalt including tack coat. P&L 50mm Bituminous Concrete

Providing and Making Expansion Joint filled with bitumen filler as per CSR 22.15 (iv)

R.C.C. M-40 Anti Crash Railing Without Safety kerb 1100mm height including Centering & Shuttering including Steel Reinforcement

Providing and fixing Drainage Spouts with 100mm dia GI pipe

Supplying, fitting and placing uncoated HYSD Bars reinforcement complete. In FOUNDATION

Supplying, fitting and placing uncoated HYSD Bars reinforcement complete. In SUB-STRUCTURE

Supplying, fitting and placing uncoated HYSD Bars reinforcement complete. In SUPER-STRUCTURE

Providing and Laying Filter Media as per Drawing & Technical Specs.

Providing and Laying 80mm dia PVC weep holes @1000 c/c both in Hz & Vrt Dir.

P.C.C. (M-20) for Top of Flooring complete as per drawing & technical Specifications.

Brick Masonary in Cement Mortar 1:3 in foundation complete excluding pointing and plastering as per drawing & technical specifications.

Providing & Laying Boulder Apron on River Bed for Protection againt scour with stone boulder weighing not less than 40kg each complete.

Providing and Applying 2 coats of water based cement paint to unplastered concrete surface.

P & F Moulded Shank Road Stud Cat Eyes

P & F Delineators

P & F Display boards (size 900x600) Type-XI

P & L Centre Line with Thermoplastic Paint.

CONSTRUCTION OF APPROACHES

Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications

Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Complete in all respect as per MORTH Item No. 4.14 B

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means, Complete in all respect as per MORTH Item No. 502 A case i

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. For DBM

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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 as per MoRTH specification clause No. 505 complete in all respects. Dense Graded Bituminous Macadam Grading - II

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. For SDBC

Providing and laying semi dense bituminous concrete 25mm to 30mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @5%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rollingwithsmoothwheeled,vibratory and tandem rollers to achieve the desired compaction complete as per IRC-111(2009) specification

Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications Csr Itme No.24.57 taking edge line on curve portion and zebra crossing

Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body.The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl ethecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications.

Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets 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.

DISMANTELING OF OLD BRIDGE

Dismantling of concrete slab

Dismantling of brick work

Dismantling of CC

Credit of material Bricks @ 25% of dismantled Qty

Credit of material Brick Bats @ 40% of dismantled Qty

Credit of material Steel

CONSTRUCTION OF DIVERSION

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (Sr no 3.6)

Plain Cement Concrete M 15 complete as per Drawing and Technical Specifications.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Sr no 4.1 B)

Providing and laying RCC Hume pipe NP3 for culverts on first class of granular material (Sr no 9.12 A) 1000mm dia

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. (Sr no 9.5)

Credit of old material

Credit of old material Hume pipe

Credit of old material GSB

Credit of old material bricks @25%

Credit of old material brick bats @40%

JAGSON DEVELOPERS

BHUSHAN CHHURA AND CO.

JAGSON CONSTRUCTIONS LIMITED

SATISH AGGARWAL AND CO