Upgradation of T08 Matewal to Bhilowal via Khiddowali Pannwan, Block Tarsika in District Amritsar Package No PB-01-172

Amount

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

Construction of embankment with approved material 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

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 lead upto 05 kms as per Technical Specification clause 301.5

Loosing, Levelling and compacting original Ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, complete as per Technical specification clause 301.4

Providing and laying brick on end edging after removal of existing brick edging complete as per specifications.

Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401

Construction of Granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 (Relaying of retrived material to be received from dismantling )

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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

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 type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying primer coat with bitumen emulsion (SS-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 Technical specification clause 502

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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification clause 503 ( for BM)

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, 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.

Providing Laying and rolling of close-graded premix surfacing material (Mixed Seal Surfacing) of 25mm thickness composed of 13.2mm to 0.09 mm (Type-B) aggregates @0.338 cum/10sqm using penetration grade Bitumen (VG-30) @23.75 kg per 10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (MSS), including all leads, lifts & carriage of material complete as per satisfaction of Engineer-in-Charge.

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

Providing plain cement concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing and Laying Reinforced Cement Concrete Pipe NP3 in culvert as per design in Single Row on first class bedding of granular material inlcuding fixing collar with cement sand mortar 1:2 as per technical specifications clause 1101

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

Providing cement concrete 1:2:4 for Architectural Coping 395mm wide 50mm thick on top of Head walls complete as per drawings and technical specifications Clause 615 & 710

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

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

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 walls, wing walls complete as per drawings and technical specifications clause 1204.3.8

First class brick work in sub structure 1:4

Plain/reinforced cement concrete (RCC Grade M-20) in sub structure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 and 1204.

Supplying and fixing TMT bar/Cold twisted de-formed bars/FE 500 grade

20mm thick expansion joint. filling with coarse sand and bitumen @ 6% by weight

Providing PCC M-20 Architectural coping on the top of wing wall return wall etc. comp. as per drawing and technical specification clause 615 75mm thick

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

Providing and laying c.c. flooring 1:2:4 for bed protection as per MORD specifications 1303

Provision of Reinforced Cement Concrete crash barrier at the edges of the bridge, road, approaches to bridge structure and medians, constructed with M-40 grade concrete as per dimensions in the PWD standard drawings. Including NB 80 Pipe Railing on the Top of C barrier.

Dismentling of Existing BrickWork Wing walls / Abutments

Credit of Brick Bats

Dismentling of Existing Slab

Earth work in embankment in 15 cm layers brought from outside lead 10 km including loading

Providing & Laying RCC Pipe 600 mm dia CSR item no 29.46

Construction of GSB

Removing hume pipe 600 mm dia CSR 8.27 (b).

Credit of RCC Pipe 600 mm dia

Dismantling Reinforced Cement concrete slab

Deduct Cost for steel obtained from dismantling

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 excavated surplus soil. 3 MTR TO 6 MTR

Plain/Reinforced Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC M-25 (For Sub Structure)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Grade M30 in Foundations)

Providing and laying reinforced cement concrete in M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 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 III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. CSR 22.12 A 3393.60-GST(3393.60/1.12%)-C.P(3393.60*1.10%)=2781.15

Providing and fixing 25mm thick compressible fibre board in expansion joints complete as per drawings and technical clause 2605 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 Specification.

Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2

Extra rate for Steel Fe-415, Fe-500, Fe-550 (Integrated Plant Marked).

Providing concrete for plain/reinforced concrete 1:2:4 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing reinforced cement concrete M25 in sub-structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Supplying cutting fitting and placing TMT (Fe500/550) reinforcement bars in sub structure complete as per drawing and technical specification caluse 1002,1010 & 1202.

Retro-reflectorised Traffic Signs 600x600x600mm

Retro-reflectorised Traffic Signs 600mm Octoganal+ Circular

Direction and place identification Signs 900x600mm

Direction and place identification Signs 600x450mm

Direction and place identification Signs 1200x900mm

Providing and Fixing PMGSY title information Board with Logo

Providing and Fixing 'Logo' of PMGSY Logo Sign Board double sided

Providing and Fixing Citizen Informatory Board of PMGSY Project type A&B

Double Chavron Sign Board 500x600mm

5th Kilometre Stone

Kilometre Stone

200m Stone

Boundary Pillar (100 MTR)

Hazard Marker Sign Board 300x900 mm Rectangular (CSR 24.51 -GST) 3777/1.12 = 3372.37

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 MO RT&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. (CSR ch 24.66 )

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.

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.

Maintenance of 5 Years without GST Conventional

AMC for 1st Year (Fixed rate =57433 bidder(s)/Vendor(s) need not to quote for this

AMC for 2nd Year (Fixed rate =66906 bidder(s)/Vendor(s) need not to quote for this

AMC for 3rd Year (Fixed rate =88262 bidder(s)/Vendor(s) need not to quote for this

AMC for 4th Year (Fixed rate =85848 bidder(s)/Vendor(s) need not to quote for this

AMC for 5th Year (Fixed rate =115129 bidder(s)/Vendor(s) need not to quote for this