Upgradation (Widening and Strengthening) of Patiala - Pehowa road SH-08 ( Section from Miranpur 18.00 km. to 36.500 km. upto Haryana Border) in the state of Punjab under CRIF scheme 2021-22 (Total project length 17.500 km)

Amount

Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

Construction of sub-grade and earthern shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirements of Table No. 300-2 of MORT&H specifications.

Construction of Granular Sub Base by providing close-graded material as per grading-III (Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, carriage of mixed material from plant to work site, 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.

Cement Treated Water Bound Macadam (with NANO TECHNOLOGY) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, adding cement and nanotechnology admixtures , rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

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 as per technical clause 406 of MORT&H specifications.

Providing and applying primer coat with bitumen emulsion SS 1 grade on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means complete as per technical clause 502 of MORT&H specifications.

Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with IRC:SP: 53,, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902 of MORT&H specifcations.

Providing and applying tack coat with bitumen emulsion RS-1 (Bulk) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with primer coat after cleaning the surface with mechanical broom complete as per technical clause 503 of MORT&H specifications

Providing and laying Dense graded Bituminous Macadam Grading-I with higher capacity Batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 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 505 of MORT&H specifications.

Providing and laying Dense graded Bituminous Macadam Grading-II with higher capacity Batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.50% 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 505 of MORT&H specifications.

Providing and laying bituminous concrete Grading-II with higher capacity Batch type hot mix Plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.40% percent 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 MORT&H Specifications.

Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with smooth wheeled roller, complete as per clause 310 of MORT&H specifications.

Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge.

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, 150x75x5 mm spaced 2 m center to center , 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 150x75x5 mm , 330 mm long complete as per clause 811 of MORT&H specifications.

Culverts (Widening & new construction):-

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 complete as per technical clause 304 of MORT&H specifications.

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 complete as per technical clause 2100 of MORT&H specifications.

Brick masonry work in cement mortar 1:3 in substructure excluding pointing and plastering, as per drawing and Technical Specifications complete as per technical clause 1300 & 2200 of MORT&H specifications.

.Plain/Reinforced Cement Concrete M20 in Open Foundation complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete RCC Grade M20 using batching plant, transit mixer & concrete pump for wall & slab etc. complete as per Drawing and Technical Specifications.(1500, 1700 & 2100 of MORT&H specifications)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications as per technical clause 1600 of MORT&H specifications.

Reinforced Cement Concrete RCC Grade M25 using batching plant, transit mixer & concrete pump for wall & slab etc. complete as per Drawing and Technical Specifications.(1500, 1700 & 2100 of MORT&H specifications)

First class Brick on edge flooring with first class bricks in cement sand mortar 1:4 complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Flush Pointing with cement mortar (1:3 ) on brick work in substructure complete as per Drawing and Technical Specifications.(1300 & 2200 of MORT&H specifications)

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 Specifications.(710.1.4 of IRC:78 and 2504.2 of MORT&H specifications)

Providing and filling joint sealing compound in culverts as per drawings and technical specifications with coarse sand and bitumen complete as per Drawing and Technical Specifications.(Clause 2604 of MORT&H specifications)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce. Complet as per Drawing and Technical Specifications.(Clause 2706 & 2200 of MORT&H specifications)

Construction of New BOX Type bridge:-

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 (as per Technical Specifications 305 of MORT&H specifications

Plain/Reinforced Cement Concrete PCC M15 in Open Foundation using batching plant & concrete pump complete as per Drawing and Technical Specifications. (Clause 1500,1700 & 2100 of MORT&H specifications)

Reinforced cement concrete RCC Grade M 30 using batching plant, transit mixer and concrete pump for construction of RCC Box cells complete as per drawing and Technical Specification (Technical Specifications 1500 , 1700 & 2100 of MORT&H specifications)

Plain/Reinforced Cement Concrete PCC M20 in Open Foundation using batching plant, transit mixer & concrete pump complete as per Drawing and Technical Specifications. (Clause 1500,1700 & 2100 of MORT&H specifications)

Brick masonry work in cement mortar 1:3 in foundation excluding pointing and plastering, as per drawing and Technical Specifications complete as per technical clause 1300 & 2200 of MORT&H specifications.

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 of MORT&H specifications. (as per Technical specifications 305 of MORT&H specifications)

Providing and fixing Drainage spouts complete as per Drawing & Technical Specification (Clause 2705 of MORT&H specifications).

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint in box structure for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

Provision of an Reinforced cement concrete crash barrier (Height 1100 mm) at the bridge decks & approaches to bridge structures, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming MoRT&H Specification and as per details given IRC -5 (fig.-2) including dowel bars , expansion joints filled with pre-moulded asphalt filler board etc..and approved drawing and at locations directed by the Engineer, all as specified. (Clause 800 of MORT&H specifications)

Painting of Crash Barrier / Hand Railing / Parapet Wall By 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 Sq.m. (Clause 800 of MORT&H specifications)

Dismentling:- Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separatel by mechanical means-

A) Bituminious Courses

B) Granular Courses

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.

Dismantling of Cement Concrete Grade M-15 & M-20 by mechanical means in existing structures like culverts, bridges, retaining walls and other structure, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

Dismantling of Brick / Tile work by manual means in existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

Dismantling of Reinforced cement concrete grade M-20 & above by mechanical means in existing structures like culverts, bridges, retaining walls and other structure including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

Removal of existing cement concrete wearing coat including its disposal complete as per Technical Specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000 m

credit of items:-

1) Brick bats taking 40 % of Item No. iv

2) Scrap taken 40 kg /cum for item No. v Note: The credit is only for estimating purposes. It will be taken as per actual material recovered at site

Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe of 1000mm diameter for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (Clause 2900 of MORT&H Specifications)

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant HMP, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per Technical specifications no.510 of MORT&H specifications.

Advance Direction sign board 1200x900mm rectangular per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. grade sheeting 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 two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m 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 conforming to clause 6.7 of IRC 67-2012 Informatory Board (1200x900mm) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012.

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.

Dismantling/Replacement of the existing damaged RCC Railing on existing major bridges

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc.-( as per Technical specifications 804 of MORT&H specifications)

5th Km stone

Ordinary Km Stone

200 m Hectometer stone

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. (as per Technical specifications 803 of MORT&H specifications)

Providing & fixing retro reflective high intensity micro prismatic Project Sign Boards, Cautionery Boards, Informatory Boards, Deliniators,Cat Eyes etc. at site complete in all respects as per MORT&H clause 801

Mandatory sign board 600mm 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 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 . Speed Limit Board(600mm dia) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012.

Cautionary sign board 900x900x900mm 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 4mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum 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 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 Cautionary Board (900x900x900mm) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

Advance Direction sign board 1200x1800mm 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 two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m 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 conforming to clause 6.7 of IRC 67-2012 Informatory Board (1200x1800mm) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012.

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 methecrylate 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

Direction/Diversion Plate 900x300mm 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. specifications. 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 fixed in position 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 ..

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 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

Overhead sign board 12000x1500mm simply supported type double sided as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 . 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 double support system of MS pipe and plates in the form of a simply supported type truss made with 350NB pipe @50kg per mtr as vertical support, 50NB pipe @ 4.50kg per mtr and 40NB pipe @ 3.61kg per mtr 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 conforming to clause 6.7 of IRC 67-2012.

Providing and filling joint sealing compound in cement concrete pavement with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications

VARINDER KUMAR CONTRACTOR

ROYAL DEEP CONSTRUCTION PVT LTD

Suraj Construction Company

York Builders Pvt.Ltd.

M/s J.K. Associates

MS GURBACHAN SINGH CONTRACTOR

CEIGALL INDIA LIMITED