Modernization of 28 Nos. Rural LRs and Constn of 8 Nos. New Rural LRs in MC Jbd AC Jbd, Distt FZK (Punjab) under Scheme of Special Assist Project Ph-2 year 2025-26 of LRs Project incl.5 year maintenance 1 year DLP and 4 years maintenance CDFzrGr.No.1

Part-I (Repair Work)

Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical clause 404 of MORT&H specifications

Dismentalling of Flexible pavement thickness above 50 mm by mechincal means and disposal of dismental material upto a lead of 1000 mtr stacking servicable and unservicable materials seperately as per technical clause 202 of MORT&H specifications,

Dismentalling stone pitching or soling (Existing road Crust Dismentalling)

Dismantling of existing brick on end edging complete in all respect as per PWD specifications.

Compaction of earth work & Prepration of sub grade including Loosing levelling of eaeth 225 mm thick top layer , rough dressing of soil final dressing of earth to give level , camber, watering , rolling with road roller, compacting the bed to achieve minimum dry density as given in the table 300-2 as per techincial clause 305 of MORT&H Specifications (In case of link roads earth work to be done by Villgers)

Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications

Construction of granular sub base by providing material , spreading in uniform lyaers with mortor grader on prepared surface, mixing by mix ibn place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired dinsity, complete as per MORD technical specifications.(With Scarified material)

Construction of granular sub base by providing material , spreading in uniform lyaers with mortor grader on prepared surface, mixing by mix ibn place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired dinsity, complete as per MORD technical specifications.

Providing, Laying, Spreading and compacting stone aggregates of grading -I to water bound macadam specificaton in cluding spreading in uniform thickness, hand pacing , rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber , applying and brooming requiste type of binding materials to fill up the interstitices of coarse aggregate, waterin gand compacting to the required denisty complete as per technical specificatons (without screening for low volume roads /undesigned)

Providing, Laying, Spreading and compacting stone aggregates of grading -II to water bound macadam specificaton in cluding spreading in uniform thickness, hand pacing , rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber , applying and brooming requiste type of binding materials to fill up the interstitices of coarse aggregate, waterin gand compacting to the required denisty complete as per technical specificatons (without screening for low volume roads /undesigned)

Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications

Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause

Providing and laying bituminous macadam 50mm to 75mm thick using crushed stone aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% in Continuous type hot mix plant, carriage of mixed material to site of work, laid after trimming the pot hole, removal of failed material, laying by suitable means and rolling with a smooth wheeled roller to match the adjoining surface complete as per technical clause 504 of MORT&H specifications

Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm. laid with paver finisher mechnical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications

Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications.

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

Dressing of earth work PWD specifications complete in all respects.

Kassi work undressed involving and average horizontal throw up to 2.0 Meters and an average vertical lift up to 0.50 Meters including breaking of clods.

Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous

Plain Cement Concrete Pavement Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with cement contents 350kg per cum and coarse and fine aggregates conforming to IS:383 as per PWD Specification

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 laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey 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 IS Code 15658 (2006)

Construction of 450mm dia Hume Pipe complete as per PWD specification

Construction of 600mm dia Hume Pipe complete as per PWD specification

Repair of parapet of existing hume pipe culvert

Const. of side drain 1'wide x 1' height with 9" Wall

Reinforced cement concrete M-15 grade Kilometer stone of standard design for village roads s per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specification

Reinforced cement concrete M-15 grade 200 metre stone of standard design

Reinforced cement concrete M-15 grade boundary pillar of standard design

Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications

Providing & fixing cautionary sign board (600x600x600) traingular with defination plate (600x200mm) as per IRC 67-2012

Providing & fixing cautionary sign board (800x600) rectangular.

Additional Informatory Sign Board 900x600mm 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 0.45x0.45x0.60m 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. (Analysis Attached)

Informatory Sign Board 900x600mm 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 0.45x0.45x0.60m 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. (Analysis Attached)

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

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.

Videography of all the roads included in DNIT to be done before the start of any work. Videography to be undertaken in the presence of an officer not below the rank of SDE / JE.

(-) D/d Credit of old useful serviceable materials like Brick Bats & Bricks which obtained from Dismantling of existing brick edging:-

(i) Brick

(ii) Brick Bats

Cancer Cess @ 1.00%

Heritage & Culture Cess @ 1.00%

PART-II Routine Maintenance work for 4 years (2nd year to 5th year)

Routine Maintenance of Construction work as per periodicity to routine maintenance mentioned in the technical specifications (for 2nd Year)

Routine Maintenance of Construction work as per periodicity to routine maintenance mentioned in the technical specifications (for 3rd Year)

Routine Maintenance of Construction work as per periodicity to routine maintenance mentioned in the technical specifications (for 4th Year)

Routine Maintenance of Construction work as per periodicity to routine maintenance mentioned in the technical specifications (for 5th Year)

Heritage & Cultural Cess @ 1.00% on Routine Maintenance Part-II