Upgradation of link road uggi to kang sabu to Shahpur under PMGSY III (Batch-III) Block Nakodar Distt Jalandhar (Package No.PB08-312)

Amount

Construction of Work

Clearing and Grubbing Road Land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. MorD 2.21.

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3. Mord 3.5

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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.Mord 3.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all lead as per MoRD Specification clause 301.5

Dismantling of Flexible Pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. Mord 2.4

Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. Mord 3.2

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

Granular sub-base Construction of granular sub-base by laying and Consolidation of Scarified/dismantled pavement material by editing 20% coarse sand as per specification, carrying the stone metal from stackes spreaded in uniform layer on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. Relay Mord 4.1

Granular Sub Base (Grading-I) - Construction of granular sub base by providing well graded material (Grade-I), spreaded in uniform layers on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401.Mord 4.1

Water Bound Macadam (Grading -II) - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening ype-A/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to therequired density grading 2 as per MoRD Specification Clause 405. Mord 4.7 ii

Water Bound Macadam (Grading -III) -Providing, laying, spreading and compacting stone aggregates wbm GR-II) of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405. Mord 4.7 iii

Primer Coat - Providing and applying primer coat with Bitumen Emulsion (Slow Setting-1) Packed on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per MoRD specification clause 502. Mord 5.1 iii

Tack coat- Providing and applying tack coat with Bitumen VG-10 using Tar Boiler/Pressure distributor at the rate of 0.275 kg per sqm on the prepared Granular Surface treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503. (for BM) Mord 5.2 ii

Bituminous Macadam- Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder VG-10 @ 3.4%, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Mord

Providing and laying dense graded bituminous macadam 50 mm thick 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 @ 4.0 to 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. 507 complete in all respects.Mord 5.4

Providing and laying 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 @ 5.4 to 5.6 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 as per MORTH specification clause No. 509 complete in all respects.Mord 5.5

CD Works

Earth work in excavation for foundation of structures upto 3 m depth as per drawing and tech. specifications clause 1104 including setting out, const. of shouring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material. Mord 9.1

Providing Plain Cement Concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Mord 11.4

Brick Masonry work in cement 1:4 mortar in foundations complete excluding pointing and plastering as per drawing and technical specification Clauses 600,1202 and 1203. Mord 9.10

Plain/reinforced cement concrete (P.C.C. grade M 20 ) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. Mord 11.4

Providing concrete for plain/reinforced concrete M-20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Mord 11.4

Providing and laying reinforced cement concrete (RCC Grade M-25) in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. Mord 12.5

Supplying, fitting, and placing TMT Bars Fe500 reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. Mord 13

Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204. Mord 12.2

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701.

Supplying of Fine Sand and Backfilling as filter media along HMP, behind Head wall/abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.Mord 12.10

Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204.Mord 9.12

Providing Plain Cement Concrete M-20 for Architectural coping 395 mm wide 50 mm thick on the top of Head walls/wing walls complete as per drawing and technical specification Clauses 615 & 710.Mord 9.15

Providing PCC M-20 architectural coping 75 mm thick on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11. Mord 9.15

Providing and laying reinforced cement concrete pipe NP3 450mm dia for culverts in single 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 1106. Mord 9.7

Plain/reinforced cement concrete M-15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Providing Cement concrete (Plain/Reinforced of grade M-25) in sub structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.Mord 12.5

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. Mord 13

Brick masonry work in 1:3 cement mortar in substructure complete excluding pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204. Mord 9

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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 as per technical specification Clause 202

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Drainage spouts complete as per drawing and technical specifications Clause 1209.drawing no. SD/205 with 0.6 meter long GI 100mm dia drainageGI light grade pipe

Removing all types of Hume pipes 450 mm dia and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Providing and Laying Reinforced Cement Concrete Pipe NP3 600 mm dia as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single 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 1106.

Removing all types of Hume pipes 600 mm dia and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Credit of material

Credit of Hume pipes 600 mm dia

Credit of Steel

Credit of Bricks

Credit of Brick Bats

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 810. CSR ITEM NO. 24.56 A

Road furnitures

Rectangular Retro-reflective board 900 X 600 mm. Mord 10.2

Retro-reflectorised Traffic Signs 800x600mm Mord 10.2

Equilateral triangle shaped Retro-reflective board 600 x 600 x 600mm Mord 10.2

Retro-reflectorised Traffic Signs 600mm Octoganal+ Circular Mord 10.2

Hazard Marker sign board 300x900mm rectangular as per IRC 67-2012 with retro reflective high intensity microprismatic grade sheeting fixed over 3mm thick aluminium sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm firmly fixed to ground including foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications

Providing and fixing of retro-reflectorised Single chevron signs as per IRC : 67: 2012 made of Retro-reflective tape fixed on 3 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and Technical Specification Clause 801

Supply, Installation & Fixing of Convex Mirror Complete as per drawings and specifications as per approval of Engineer-in-Charge.

Providing and fixing of typical PMGSY Maintenance sign board as per MORD specifications and drawing. Retro-reflective tape fixed on 4 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background duly fixed with MS angle 25mmx25mm x 3mm size on back on edges. The plates welded with MS flat of 50mm x 5mm. The flat iron frame of plates welded to 2 nos. MS square tubes post 75mm x 4.9 mm duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. All M.S. will be stove enameled on both sides. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

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

Providing and fixing of typical PMGSY Logo sign board (Double Sided) as per MORD specifications and drawing. MS Plates of 1.6 mm thick duly welded on MS angle iron frame of 25mm x 25mm x 3mm. The angle iron frame welded to 1 no. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The top diamond plates will be welded to SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Providing and fixing of typical PMGSY Title informatory sign board with Logo as per MORD specifications and drawing. MS Plate of 1.6 mm thick duly welded with MS angle 25mmx25mm x 3mm size on back on edges. The lower plate will be welded with MS flat of 50mm x 5mm. The flat iron frame of plate welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The top diamond plate will be welded to lower plate by 47mm x 47mm of 12 SWG steel tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Reinforced Cement Concrete M15 grade 5th kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Reinforced Cement Concrete M15 grade ordinary kilometre stone (precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703

Reinforced Cement Concrete M15 grade 200 metre stone (precast) stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703

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 CSR 24.39

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 24.57

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 material type B at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to 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 reflectivepanels 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. CSR 24.63

Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data.

For 1st year

For 2nd year

For 3rd year

For 4th year

For 5th year

Satish Aggarwal and Co.

Ms Rajinder Kumar and Co.

kulwinder singh sehmbey

M/S BHUSHAN CHHURA AND CO