Construction of minor bridge 3x19m span along the existing narrow minor bridge in km-3 of Pailani Galauli Road (ODR) under RIDF Yojana

Amount

Construction of Minor Bridge Providing and construction Temporary island 16.00m dia for construction of well foundation of 8.00m dia assuming depth of water 1.00m and height of island to be 1.25m As per T,S. Clause 12.09 (1200)

Providing and laying cutting Edge of Mild steel weighing 40kg per metre for Well foundation complete as per drawing and technical specfication As per T,S. Clause 12.10 (1200 & 1900)

Plain/Reinforced cement concrete M-30 grade in well foundation in well curb complete as per drawing and technical specification As per T.S Clause 12.11B (vii) Case II

Plain cement concrete M-25 grade in well foundation in Bottom Plug complete as per drawing and technical specification As per T.S Clause 12.11 C Case II

Plain/Reinforced Cement Concrete M-15 in well Foundation in intermediate plug complete as per Drawing and Technical Specifications No-1500, 1700 & 2100 As per T.S Clause 12.11 D i Case II

Plain/Reinforced cement concrete M-30 grade in well foundation in Well Cap complete as per drawing and technical specification As per T.S Clause 12.11 F(III) Case II

Sand Filling in Wells complete as per Drawing and Technical Specifications. As per T.S Clause 12.21 (1207)

Sinking of 5.50 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.As per T.S Clause 12.12 (1200 B (i)) Section 1200 (0.00 to 3.00 mtr) (Sandy & Clayey)

Sinking of 5.50 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.As per T.S Clause 12.12 (1200 B (ii)) Section 1200 (3.00 to 10.00 mtr) (Sandy & Clayey)

Sinking of 5.50 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.As per T.S Clause 12.12 (1200 B (iii)) Section 1200 (10.00 to 20.00 mtr) (Sandy)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per T.S Clause 12.40 Section 1600

Reinforced cement concrete grade M-30 in (pier & abutment frame) including supply of all material labour T&P using batching plant transit mixer and concrete pump. Complete as per drawing technical specification Clause 13.5 D (p) section1500, 1700 & 2100 (Height up to 5.00Mtr)

Reinforced cement concrete grade M-30 in (pier & abutment frame, Abutment beam pedestal) including supply of all material labour T&P using batching plant transit mixer and concrete pump. Complete as per drawing technical specification 13.5 D (q). 1500, 1700 & 2100 (Height up to 5.00 to 10.00 )Mtr)

Reinforced cement concrete grade M-30 in (pier cap,Abutment beam pedestal ) including supply of all material labour T&P using batching plant transit mixer and concrete pump. Complete as per drawing technical specification Clause 13.5 D (r). 1500, 1700 & 2100 (Height above 10.00 Mtr)

Supply fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing & technical specification no. 1600 including bending binding and cost of binding wire etc. complete. As Per T.S.Clause 13.6 section1600 & 2200

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 As Per T.S.Clause 13.8 section 2706 & 2200

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification As Per T.S.Clause 13.9 section 710.1.4 of IRC 78 & 2200

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. As Per T.S.Clause 13.14 section 2000 & 2200

Drainage Spouts complete as per drawing and Technical specification As Per T.S.Clause 14.09 (2705)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure For cast-in-situ box girder, segment construction and balanced cantilever as per drawing and Technical Specification Using Batching Plant, Transit Mixer and Concrete Pump (Height 5m to 10m) As Per T.S.Clause 14.1 E Case II (iii) (q)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications As Per T.S.Clause 14.20 (1600)

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. As Per T.S.Clause 14.10 (2700)

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification As Per T.S.Clause 14.11 (1500,1600,1700 & 2704)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications As Per T.S.Clause 14.4 (2702)

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 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 As Per T.S.Clause 8.22 (809)

Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 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 and clause 2606 of MoRTH specifications for road & bridge works. As Per T.S.Clause 14.20 (2606)

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 T.S.Clause 14.16 (800)

Construction of Approach Road Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compaction to meet requirement of table 300-2.

Construction of Granular Sub Base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory roller at achieve the desired density, complete as per clause 401 (Coarse Graded Grade 1)

Providing laying, spreading and compacting graded stone aggregate to wet mix macadam specification inlcuding premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with machanical paver in sub-base/base course on wall prepared surface and compacting with vibratory roller to achieve the desired density. As per MOR&TH specification No. 406

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 0.70kg/sqm using mechanical means. As per MoRT&H Specification No-502 (5.1 (A))

Providing and applying tack coat with VG-10 using bitumen pressure dristributor @ 0.25 kg. per sqm. on the prepared granular surface cleaned with machenical broom. As per MORT&H Clause 503

Providing & Laying dense graded bituminous macadam with hot mix plant producing an average outpit of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG 30 @ 4.50 percent 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 specifications clause 505(B) complete in all respects. (Grade-2)

Providing and applying tack coat with VG-10 using bitumen pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H Clause 503

Providing and laying bituminous concreate with batch type hot mix plant producing an average outpur of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 5.4 percent 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 Morth Specification clause 509 complete in all respects.

Protection Work 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.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications As Per T.S.Clause 15.4 (2504)

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.

Sand Filling in Wells complete as per Drawing and Technical Specifications. As per T.S Clause 12.21 (1207)

Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As Per T.S.Clause 9.1 (408)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. As Per T.S.Clause 12.5 (1300)

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications As Per T.S.Clause 13.3 (1300 & 2200)

Providing and laying of hot applied thermoplastic compound 15 mm thick Repeated Bar including reflectorising glass beads @ 250gms per sqm area, thickness of 15mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to the level uniform and free streaks and holes.

Providing and laying of hot applied thermoplastic compound 5 mm thick Repeated Bar including reflectorising glass beads @ 250gms per sqm area, thickness of 5mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to the level uniform and free streaks and holes.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to the level uniform and free streaks and holes.

M/S PRANJUL CONSTRUCTION (BID ID -4935715)