Construction of HL Bridge (3 span 11.00 M each eff) on Khalchian Drain in village Kang on Khadoor Sahib Tarn Taran road at RD 9300 mtr including approaches and diversion package on PB-22-015-A under PMGSY III Batch II for the year 2023-24 scheme

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 and backfilling with approved material.

a) up to 3 mtr. Depth

b) 3 m to 6 m depth

Reinforced Cement Concrete M-35 in Piles including Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) ( 2 Nos ) , excluding steel reinforcement complete as per Drawing and Technical Specification.MORT&H Clause 1100 & 1700

Providing and laying of PCC M10 (1:3:6) levelling course 75mm thick below the pile cap.Clause 800, 1200

Reinforced Concrete M 30 in Pile Cap including centering shutering but excluding steel complete as per Drawing and Technical Specifications section 1200,1500 & 1700.

Reinforced Cement Concrete M-30 in sub structure including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification. .MORT&H Clause 1500, 1700 & 2200

Providing and laying of Filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm complete as per drawing and Technical Specification. Clause 1200

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Providing weep holes 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

Supplying fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II), section IX and clause 2005 of MORTH specifications complete including all accessories as per drawing and technical specifications.

Furnishing and Placing Reinforced cement concrete M-30 in Deck slab including centering shutering but excluding steel complete as per drawing and Technical Specification MORT&H Clause 1500 &1600 1700

P.C.C. M 15 levelling course below approach slab complete as per drawing and technical specifications Clauses 2700

Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses1500,1600,1700 & 2704

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.MORT&H Clause 2607

Drainage Spouts complete as per drawing and Technical specification (Sr no 14.9)

Provision of an Reinforced cement concrete crash barrier at the bridge decks & approaches to the bridge structures, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming MoRT&H Specification and as per detail given IRC-5 including dowel bars, expansion joint filled with pre-moulded asphalt filler fibre board etc and approved drawing and location directed by the Engineer, all as specified.

56 mm thick wearing coat consisting of 50 mm th. Bituminous concrete, 6 mm th. Mastic asphaltic including two No. tack coats. As per MORT&H Specifications

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, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Supplying, fitting and placing HYSD bar reinforcement in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Marking of Centre line, Zebra lines with hot applied thermoplastic road marking paint meterial conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications 2004 (upto date revision)

Providing and fixing Pavement marker (Cat eyes) made out if ABS of size 128mmx110x29.5mm with nail having having 50 mm stem of ABS. The Pavement Marker shall be installed with automatic machine and epoxy "A&B" complete in all respects.

Providing and fixing of Standard Metal Delineatoras 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 D4956 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 2020 item 24.66)

Providing and fixing informatory Sign Boards (900x600mm)

Pile Integrity test (3 Test on each pile)

Acceptance Load Test on bridge as per IRC: SP-51-2015 /Provision of Span load test

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

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 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 5 kms as per Technical Specification clause 301.5

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, 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.

Dismantling of brick on end edging including excavation, refilling and disposal of surplus earth, complete in all respects as per PWD specifications.

Providing and laying brick on end edging in full brick width and half brick deep including excavation, refilling and disposal of surplus earth, complete in all respects as per PWD 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

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-A/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

Providing and laying dense graded bituminous macadam 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.

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

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

Providing concrete for plain/reinforced concrete Grade M20 1:2:4 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015.

Providing and fixing Delineators

Cautionary Sign Board 600mm Triangular

Warning Sign board 600mm circular

Direction and Place Identification signs with size 900x600mm

Providing and fixing of typical PMGSY informatory sign board with Logo

Providing and fixing of Standard PMGSY Logo Sign Board Double Sided

Providing and Fixing Citizen Informatory Board of PMGSY Project

Providing and Maintenance Informatory Board of PMGSY Project

Hazard Marker Sign Board 300x900mm

Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Providing and layng centre line 10 /15 mm wide with thermoplastic paint

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

Plain/Reinforced cement concrete ( M-15 ) in open foundation complete as per drawing and technical specifications

Plain/Reinforced cement concrete (M-25) in open foundation complete as per drawing and technical specifications

Reinforced cement concrete (M-25) in sub-structure complete as per drawing and technical specifications

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Providing weep holes in brick masonry / Plain / Reinforced concrete abutment, wing wall/Wing wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV :20H towards outer face. Complete as per drawing and technical specifications as per clause 2706 & 2200 of MoRT&H specification

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.

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

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 clause 202

Brick work

RCC work

Credit of Bricks

Credit of Brick bats

Credit Hume pipes

Credit Steel

Routine Maintenance after completion of construction works as per preiodicity to Routine Maintenance mentioned in the contract data.

AMC for 1st year (fixed rate = 104473 bidder(s)/ VENDOR(s) need not to quote for this

AMC for 2nd year (fixed rate = 161871 bidder(s)/ VENDOR(s) need not to quote for this

AMC for 3rd year (fixed rate = 237761 bidder(s)/ VENDOR(s) need not to quote for this

AMC for 4th year (fixed rate = 301323 bidder(s)/ VENDOR(s) need not to quote for this

AMC for 5th year (fixed rate = 364885 bidder(s)/ VENDOR(s) need not to quote for this

SWASTIKA ENTERPRISES (BID ID -624383)

SIDHARTHA CONSTRUCTION CO (BID ID -624601)