Construction and renovation of bridge upstream of Sirsa Aqueduct

FOUNDATION- PILES AND PILE CAPS

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. (i) 1000 mm dia piles. (As per CSR 2020 item No. 21.22)

Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) (The rates are for estimate purpose only.) (As per CSR 2020 item No. 21.24) (a) Initial and Routine load test

Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) (The rates are for estimate purpose only.) (As per CSR 2020 item No. 21.24) (b). Lateral load test

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. In Ordinary soil. Mechanical Means. Depth upto 3 m (As per CSR 2020 item No. 21.1 B(a)

Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 100mm thick below the pile cap. (As per CSR 2020 item No. 21.26)

Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification. RCC Grade M30. Using Batching Plant, Transit Mixer and Concrete Pump (As per CSR 2020 item No. 21.25 C (ii)

Supplying, Fitting and Placing un coated HYSD bar Reinforcement in foundation complete as per Drawing and Technical Specifications. (As per CSR 2020 item No. 21.27)

SUBSTRUCTURE

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Grade M-30, Using Batching Plant, Transit Mixer and Concrete Pump. Height upto 5 m Using Batching Plant, Transit Mixer and Concrete Pump (As per CSR 2020 item No. 21.32 G (ii)

Plain/Reinforced cement concrete Grade M-35 in sub-structure complete as per drawing and Technical Specifications. Height upto 5 m Using Batching Plant, Transit Mixer and Concrete Pump (As per CSR 2020 item No. 21.32 H (ii)

Supplying, Fitting and Placing HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. (As per CSR 2020 item No. 21.33)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification, Granular material. (As per CSR 2020 item No. 21.36 (A)

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. (As per CSR 2020 item No. 21.37)

Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. (As per CSR 2020 item No. 21.38)

SUPER STRUCTURE

Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position. For plates and trussed girders etc. for bridge of span more than 15 metres but upto 30 mts. Span including cost of all machinery i.e., hydra crane etc. (As per CSR 2020 item No. 18.3 (b)

Applying priming coat with metal primer on new steel or iron work including preparation of surface (As per CSR 2020 item No. 16.20)

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade (As per CSR 2020 item No. 16.17)

Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification RCC Grade M 30-For solid slab. Using Concrete Mixer. For T-beam & slab-including Centering and shuttering. Height up to 5m (As per CSR 2020 item No. 22.1 (c) (b) (i)

Supplying, Fitting and Placing HYSD bar Reinforcement in super -structure complete as per Drawing and Technical Specifications. (As per CSR 2020 item No. 22.2)

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. (As per CSR 2020 item No. 22.19)

Prime coat @ 0.85 kg/sqm. Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications (As per CSR 2020 item No. 24.15)

Tack coat @0.25kg per sqm: - Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H Specifications (As per CSR 2020 item No. 24.16 a)

Bituminous Concrete 30mm to 45mm thickness (Grading II). Providing and laying bituminous concrete 30mm to 45mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications (As per CSR 2020 item No. 24.23 b)

Mastic Asphalt 25mm thickness Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or 30/40 @10.2%, fine aggregates, coarse aggregates, lime filler @ 17.92% of total mix, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surface is not less than 100 degree C, protruding 1 mm to 4 mm over mastic surface complete as per technical clause 516 of MORT&H specifications. (As per CSR 2020 item No. 24.29)

Drainage Spouts complete as per drawing no. SD/205 and technical specification with 6-meter-long GI 100 mm dia drainage GI light grade pipe (For ROB, s) (CSR 22.8) A

Crash Barrier. 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

Supplying, Fitting and Placing HYSD bar Reinforcement in super- structure complete as per Drawing and Technical Specifications. (As per CSR 2020 item No. 22.2)

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. (As per CSR 2020 item No. 22.13)

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 (As per CSR 2020 item No. 24.57)

ROAD WORK

Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical clause 201 of MORT&H specifications. (As per CSR 2020 item No. 24.2 (C) In area of Light Jungle (By Mechanical Means)

Construction of Embankment with Good Quality Earth obtained from Borrow pits. 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 (As per CSR 2020 item No. 24.5 (a)

Granular Sub-Base (Table 400-1). Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications (As per CSR 2020 item No. 24.8)

Wet Mix Macadam:- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well-prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications (As per CSR 2020 item No. 24.13)

Prime Coat @ 0.85kg per sqm. Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications (As per CSR 2020 item No. 24.15)

Prime Coat @ 0.85kg per sqm. Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H Specifications (As per CSR 2020 item No. 24.16 (a)

Dense Graded Bituminous Macadam 80 mm to 100mm thickness (Grading I). Providing and laying dense graded bituminous macadam 80mm to 100mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4%, 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 complete as per technical clause 505 of MORT&H specifications (As per CSR 2020 item No. 24.19 a)

Bituminous Concrete 30mm to 45mm thickness (Grading II). Providing and laying bituminous concrete 30mm to 45mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications (As per CSR 2020 item No. 24.23 (b)

Brick on end edging: -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 (As per CSR 2020 item No. 24.14)

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 (As per CSR 2020 item No. 24.57)

MISCELLANEOUS ITEMS

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 colour 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 colour 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. (As per CSR 2020 item No. 24.66)

Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Micro prismatic 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 60x60x3.2mmmm 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. (b) Using high intensity Micro prismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 (As per CSR 2020 item No. 24.44 (b)

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Micro prismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided a nd 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 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Using high intensity Micro prismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 (As per CSR 2020 item No. 24.51 (a)

Please Enable Macros to View BoQ information