UPGRADATION FOR CONSTRUCTION OF 42.0 M SINGLE SPAN STEEL BRIDGE OVER BATHINDA CANAL ON LINK RORD MEHAL KALAN TO ROSHAN KHERA TO DHANER TO CHACKPUL TO SADOWAL TO HATHOUR AT RD 10.400 UNDER PMGSY-III, BATCH-I, PACKAGE NO.PB-18-108, TIME LIMIT 12 MONTH

Amount

Bored cast-in-situ M 35 grade R.C.C. Piles (including Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) excluding steel complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. ( Sr.no 12.24 & 12.38 of MoRTH DATA BOOK) (Pile dia = 1000 mm) using batching plants, transit mixer & Concrete pump)

Excavation for Structures (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.) (Sr.No12.1 (i) B, 304 of MoRTH )

Supplying, Fitting and Placing HYSD bar Reinforcement in foundation Substructure and super -structure complete as per Drawing and Technical Specifications clause 1600,1600 & 2200 and 1600

(i) in Foundation

(ii) in Sub Structure (13.6, 1600 & 2200 MORTH)

(iii) in Super Structure (14.2, 1600 MORTH)

Providing and laying of PCC M15 levelling course 100mm thick below the pile cap. (Sr.No12.41 of MoRTH ) using batching plants, transit mixer & Concrete pump)

Cement concrete for reinforced concrete RCC M 30 in pile cap complete as per drawing and Technical Specification (Sr.No12.40 C,Case-I of MoRTH ) using batching plants, transit mixer & Concrete pump)

Plain/Reinforced cement concrete in M-35 in sub-structure complete as per drawing and technical specifications. using batching plants, transit mixer & Concrete pump) 13.5 of Morth

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completed assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.(Sr.No13.18 of MoRTH )

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. Complete as per drawing and Technical specifications (Sr.No 13.8 of MoRTH )

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.13.10 of Morth

Furnishing and Placing Reinforced/Prestressed M-35 cement concrete in Deck Slab super-structure as per drawing and Technical Specification (Using Batching Plant,Transit mixer & Concrete Pump) (Sr.No14.1,D Case II of MoRTH )

Providing and Laying metal deck Sheet of 1.5 mm th.below slab having max. 44mm crest depth The material is to be manufactured out MS Steel as per IS codes and zinc coating of 90gsm as per IS Codes, including placing in position complete as per Technical Specifications.

Structural Steel/Composite Superstructure (Girders) of Grade E350 ) Supply and fabrication of mild steel as per IS 2062 including drilling, welding, riveting, grinding supply of bolts, nuts, washes, fixtures etc. at site. Assembling, erection of fabricated steel structure to proper line, level and camber as per approved drawings and technical specifications section 1900 complete including transportation and handling, painting all exposed surfaces of steel work after erection with two coat of epoxy paint including red primer & all labour consumable other material machinary tools and tackles complete as per specification and directed by engineers including furnishing of detailed erection scheme and getting the same approved from competent authority. 13.18 of Morth

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)

Strip Seal Expansion Joint (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.) (14.2, 2607 MORTH)

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.(Sr.No 5.11 ,516 of MoRTH )

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) CSR 22.8 B

CD Works

Road Marking with Thermoplastic Compound 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

Reinforced cement concrete approach slab M-30 including reinforcement and formwork complete as per drawing and Technical specification using batching plants, transit mixer & Concrete pump) 9.19 of Morth

Plain/Reinforced cement concrete in M-30in sub-structure complete as per drawing and technical specifications.(Sr.No13.5, G (p) of MoRTH ) (Using Batching Plant,Transit mixer & Concrete Pump)

Providing and 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 Sqm. (Sr. No. 14.16, 800 MORTH)

Providing and laying of PCC M15 foundation complete as per for Morth 1500,1700 and 2100 , Retaining wall

Moulded Shank Road Stud :- Supplying and fixing of single mould twin shank 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

Road Delineator/Vertical Guide Post Delineator 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 24.66

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 Sr. No. 3.16 & 305 MORTH)

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete (Sr. No. 4.1,404 MORTH)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 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. grading 2 (63-45 mm ) Sr. No. 4.11, 404 MORTH)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 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.. grading 3 ( 53-22.4 )

Providing and laying bituminous macadam with higher capacity hot hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Sr. No. 5.3, 504 MORTH)

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg to 1.00 kg/sqm using mechanical means.( Sr.No. 5.1,502 MORTH)

Providing and applying tack coat with bitumen using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Sr.No. 5.2, 503 MORTH)

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 Viscocity grade grade bitumen to required line , grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hours, laying and rolling with a smooth wheeled roller , finished to required level and grades (5.7,510 MORTH)

Providing and laying premix sand seal coat with HMO of appropriate capacity not less than 200 tonnes /hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grades Sr.No. 5.9 511 MORTH)

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). (MoRT&H no. 8.23-A) CSR.24.56

Plain/Reinforced cement concrete 1:3:6 nominal mix in foundation with crused stone aggregate 40 mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14 days

PROVIDING AND FIXING ROAD SIDE STRUCTURE AND ROAD FURNITURE

Providing & fixing of typical PMGSY Logo as per NRIDA Guidelines (Ist Revision-2019) and IRC:67- 2012 and drawing.All M.will be stove enameled on both sides. Lettering and printing arrows, border etc.with Retro reflectorised Tape (Class A/Class-B) in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of expoy paint as per drawing Clause 1701 and Annexure 1700.1

Providing & fixing of typical PMGSY informatory sign board with logo as per NRIDA Guidelines (Ist Revision- 2019) and IRC:67-2012 and drawing. The ACP Plates of 3mm thick, top and middle plate duly ribbted with MS flat iron 25mmx 5m size on back on edges. The lower ACP plate 4mm will be ribbted with MS angle iron frame of 25mmx 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be ribbted to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class B) in reqiured 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 & fixing of typical PMGSY informatory sign board as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. Two ACP Plates of 4mm thick duly ribbted with MS angle iron frame of 25mmx 25mm x 3mm. The angle iron frame will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class B) in reqiured 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

Informatory sign board 800x600mm 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 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 .

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory signs as per IRC: 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting 1.5 mm 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 (a)900 mm equilateral triangle

Add Acceptance Test on Bridge as per IRC:SP-51-2015 (must be conducted by approved / reputed agay as aprroved by bigireer is change

Add Pile Integrity test

Routine Maintenance after completion of construction work (Lump sum amount for each year)

AMC for 1st Year (fixed Rate =20,078.25 bidder(s)/vendor(s) need not to quote for this)

AMC for 2nd Year (fixed Rate = 28846.76 bidder(s)/vendor(s) need not to quote for this)

AMC for 3rd Year (fixed Rate = 38441.92, bidder(s)/vendor(s) need not to quote for this)

AMC for 4th Year (fixed Rate = 48924.49, bidder(s)/vendor(s) need not to quote for this)

AMC for 5th Year (fixed Rate = 60359.20, bidder(s)/vendor(s) need not to quote for this)

M/s Makhan Lal Contractor