Construction of 200m Long High Level RCC Bridge with approach road across Punasi Spill Channel

Amount

Construction of Embankment with approved material obtained from borrow pits 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. RCD 3.16

Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. RCD 3.11

Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe 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 (A) 1000 mm Dia. RCD 9.04 A

Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 (ix) Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. (C) Above 900mm RCD 2.04 (IX) C

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specification and removal of excavated earth with all lifts and lead upto 1000 m.RCD 12.24

Dismantling of Reinforced Concrete Pile Head complete as per Drawing and Technical Specification.RCD 12.39

Earthwork 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. (I) Ordinary Soil (B) Mechanical Means (i) Depth Upto 3m. RCD 12.01 I B (i)

Earthwork 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. (II) Ordinary Rock ( not requiring blasting) (B) Mechanical Means RCD12.01(II) B

Dewatering by diesel pump per 10HP WRD PM29

Plain/Reinforced Cement concrete in open foundation complete as per drawing and technical specifications. A. PCC M15 CASE-I PCC Grade M15 using batching plant & Concrete pump. RCD 12.08 A Case (I)

Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification. (D) RCC Grade M35 (Case I) using batching plant & Concrete pump. RCD 12.40 D Case 1

Plain/Reinforced Cement concrete in sub-structure complete as per drawing and technical specifications. (H) RCC Grade M35 (p) Upto Height 5m using batching plant, transit mixer & concrete pump. RCD 13.05 H (p)

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications (I) RCC Grade M40 using batching plant, transit mixer & concrete pump (q) Height 5m to 10m RCD 13.05 I (q)

Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications (A) Granular Material RCD 13.09A

Supplying, fitting and fixing in position true to line and level elastomeric bearing confirming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specification complete including all accessories as per drawing and technical specification. RCD 13.16

Furnishing and placing Reinforced/ Prestressed cement concrete in super structure as per drawing and Technical Specifiction, (D) RCC/PSC Grade M35 using batching plant, transit mixer & concrete pump, (ii) For T-beam & slab 23-33 percent of (a+b+c) (q) Height 5 m to 10m. RCD 14.01 D (ii) q

PCC M15 Grade leveling coarse below approach slab complete as per drawing and technical specifications. Case I PCC Grade M15 using batching plant and Concrete pump .RCD 14.10 CASE I

Providing and laying cement concrete wearing coat M-30 Grade including reinforcement complete as per drawing and Technical Specifications. RCD 14.04

Furnishing and placing Reinforced/ Prestressed cement concrete in super structure as per drawing and Technical Specifiction, (C) RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump. (i) For solid slab super-structure, 20-30 per cent of (a+b+c) (q) Height 5 m to 10m. RCD 14.01 C (i) q

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12mm, true to lineand grade, tolerance of vertical RCC post not to exceed 1 in 500 centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specification. RCD 14.06

Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawing and technical specification. RCD 12.42

Supplying, fitting and placing HYSD bar reinforcement in Sub-structure complete as per drawing and technical specification. RCD 13.06

Supplying, fitting and placing HYSD bar reinforcement in Super structure complete as per drawing and technical specifications. RCD 14.02

Drainage spouts complete as per drawing and technical specification. RCD 15.17

Painting on concrete surface, Providing and applying 2 coats of water based cement pains to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of one litre for 2 sqm. RCD 14.16

Painting with synthetic enamel paint bridge no and span arrangements, painting two coats after filling the surface with synthetic enamel paint bridge no and span arrangements as per direction by engineer. RCD 14.24

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. RCD 14.21

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and technical specifications. RCD 13.08

Sand filling in foundation trenches as per drawing and technical specification. RCD 12.03

Aggregates 20 mm to 10 mm at Quarry RCD M035

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. (B) Random Rubble masonry (coursed/uncoursed) RCD 12.07 B

Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H 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 drwaing and technical specification. RCD 13.10

Providing and laying pitching on slopes laid over prepared filter media including boulder aproan laid dry in front of toe of embankment complete as per drawing and technical specification. (A)Stone/Boulder RCD 16.04 A

Labour for filling empty cement bags with local sand,stitching the bags and placing including supply of sutli etc. all complete job as per specification and direction of E/I WRD 7.7.40

Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres.. Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m RCD 3.06

Excavation in ordinary rock with Dozer with lead upto 1000 metres . Excavation for roadway in ordinary rock by deploying a dozer, including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections. RCD 3.04

Construction of Embankment with Material Deposited from Roadway Cutting. Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2. RCD 3.17

Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders 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. RCD 3.18

Granular Sub-Base with Graded Material (Table:- 400-1) (B) By mix in place method. 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 to achieve the desired density, complete as per clause 401. (II) Rate per grading -II Material RCD4.01 B (ii)

Wet Mix Macadam Providing, laying, spreadingand compacting, graded stone aggregate to wet mix macadom specification including premixing the material with water at OMC in mechanical mix plant carrige of mixed material by tipper to site, laying to uniformlayers with grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density RCD 4.14 B

Prime coat over WMM/WBM Providing and applying Prime coat with SS1 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/per sqm using mechanical means. RCD 5.01 A (i)

Dense Graded Bituminous Macadam Grading-I with VG-30 Grade Packed Bitumen. Providing and laying dense graded bituminous macadam with higher capicity batch hot mix plant using crushed aggregates of specified grading premixed with bituminous binder @4.0 percent by weight of total mix and filler , transported hot mix to site, laying with hydrostatic paver finisher with sensor control to the required grade level and alignement rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compaction as per MORTH specificausion clause no 505 complete in all respects. RCD 5.04 A

Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. RCD 5.02 (i)

Bituminous concrete Grading- I with VG-30 Grade Packed Bitumen . Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.2 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 per MORT&H specification clause no. 507 complete in all respects. RCD 5.05 A

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. RCD 8.13

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. (iii)75 cm equilateral triangle RCD 8.04 A (iii)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification RCD 16.05

Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 1000 metres (A) Mechanical Means RCD 3.25 A

Carriage of Material By Mechanical means Including Loading,Unloading and Stacking at Worksite- Cement (Surfaced 19 km + Kutcha 3 Km )

Sand (Kutcha 2 Km )

Stone Chips (Surfaced 25 km + Kutcha 1 Km )

Stone Metals (Surfaced 25 km + Kutcha 1 Km )

Boulder (Kutcha 1 Km )

Steel (Surfaced 19 km + Kutcha 3 Km )

Bitumin (Surfaced 133 km + Kutcha 3 Km )

Emulsion (Surfaced 133 km + Kutcha 3 Km )

Hume Pipe (Surfaced 19 km + Kutcha 3 Km )

GST @ 18% (system generated, hence no separate rate is to be quoted for this item)

Labour Cess @ 1% (system generated, hence no separate rate is to be quoted for this item)

M/s Ganesh Yadav (BID ID -672767)