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| 1 | Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.I) In Ordinary Soil B. Mechanical means. ii) Depth up to 3.00 m (with dewatering) |
| 2 | Providing and constructing temporary island for construction of well foundation complete as per technical specification. (a) For 6m dia. Well (ii) Depth of water above 2.0 m upto 3.0 m |
| 3 | Providing and constructing one span service road to reach island location from one pier location to another pier location |
| 4 | Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. |
| 5 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, A. Well Curb, (iv) RCC M35 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump |
| 6 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, B. Well Steining, (viii) RCC M35 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump |
| 7 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, C.Bottom Plug, (ii) PCC M25 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump |
| 8 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, D.Intermediate Plug, (ii) PCC M20 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump |
| 9 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, E.Top Plug, (ii) PCC M20 Grade, Case I -Using Concrete Mixer |
| 10 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, F.Well Cap, (iv) RCC M35 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump |
| 11 | Sinking of 7 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 isrekonewed from bed level. (A) Sandy Soil (i) Depth below bed level upto 3.0 M |
| 12 | Sinking of 7 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 isrekonewed from bed level. (A) Sandy Soil (ii) Beyond 3m upto 10m depth |
| 13 | Sinking of 7 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 isrekonewed from bed level. (A) Sandy Soil (iii) Beyond 10m upto 20m |
| 14 | Sinking of 7 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 isrekonewed from bed level. (A) Sandy Soil (iv) Beyond 20m upto 30m |
| 15 | Sinking of 6 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 isrekonewed from bed level. (A) Sandy Soil (i) Depth below bed level upto 3.0 M |
| 16 | Sinking of 6 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 isrekonewed from bed level. (A) Sandy Soil (ii) Beyond 3m upto 10m depth |
| 17 | Sinking of 6 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 isrekonewed from bed level. (A) Sandy Soil (iii) Beyond 10m upto 20m |
| 18 | Sinking of 6 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 isrekonewed from bed level. (A) Sandy Soil (iv) Beyond 20m upto 30 m, (a) For Sinking |
| 19 | Sand filling in wells complete as per drawing and technical specifications |
| 20 | Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 21 | Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiserH) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer |
| 22 | Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications. b) (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 23 | 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 specification. |
| 24 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 25 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. |
| 26 | 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 stainlesssteel matting surfaces, completeassembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, complete as per drawing and approved technical specification. |
| 27 | Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. (N) Without PlasticiserD. RCC/ PSC grade M - 35 Case I : Using concrete mixer For T beam and slab, 2) Height 5.0m to 10.0 m |
| 28 | Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. (N) Without PlasticiserE. RCC/ PSC grade M - 40 Case I : Using concrete mixer ( For cast-in-situ ) For T beam and slab, 2) Height 5.0m to 10.0 m |
| 29 | Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. (N) Without PlasticiserE. RCC/ PSC grade M - 40 Case I : Using concrete mixer ( For cast-in-situ ) For I-beam & slab b) Height 5.0m to 10.0 m |
| 30 | Supplying , fitting and placing TMT bar reinforcement complete as per drawing and technical specifications.(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 31 | High tensile steel wires / strands including all accessories for stressing , stressing operations and grouting complete as per drawing and technical specifications. |
| 32 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 33 | Providing Drainage Spouts complete as per approved drawing and technical specifications. |
| 34 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 35 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 36 | Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. |
| 37 | Span Load Test - Load testing of one or more spans of bridges as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00 mt or part there for in the span load capacity up to 800.00 mt. |
| 38 | Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the department |
| 39 | Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format |
| 40 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications. |
| 41 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications. Stone/Boulder |
| 42 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications. |
| 43 | Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material . I) In Ordinary Soil B. Mechanical means. i) Depth up to 3.00 m (with dewatering) |
| 44 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser A. PCC Grade M15 |
| 45 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. G RCC Grade M30(i) Using Concrete Mixer |
| 46 | Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 47 | Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer |
| 48 | Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 49 | 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 specification. |
| 50 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. |
| 51 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification. |
| 52 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification. |
| 53 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification. A)By Mix in Place Method |
| 54 | WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.II 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification . Manual means |
| 55 | WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification. By Manual Means |
| 56 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification complete including carriage. Including Edge block/ Edge restraints |
| 57 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification. |
| 58 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification. 600mm equilateral triangle |
| 59 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification. 800mm x 600mm rectangular |
| 60 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification. 600mm circular |
| 61 | Type - A, \\"W\\" : Metal Beam Crash Barrier (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 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) |
| 62 | Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. |
| 63 | Implementation of Enviromental and Social Management Plan -Air quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 Locations x single time = 3 Nos. of sample) First Year 1st season of of the works(i) Br.No.1/1 Khora Bund to Gobindagaon |
| 64 | Implementation of Enviromental and Social Management Plan -Water Quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 Locations x single time = 3 Nos. of sample) First Year 1st season of of the works(i) Br.No.1/1 Khora Bund to Gobindagaon |
| 65 | Implementation of Enviromental and Social Management Plan -Noise Quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 Locations x single time = 3 Nos. of sample) First Year 1st season of of the works(i)Br.No.1/1 Khora Bund to Gobindagaon |
| 66 | Implementation of Enviromental and Social Management Plan -Soil Quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 Locations x single time = 3 Nos. of sample) First Year 1st season of of the works(i)Br.No.1/1 Khora Bund to Gobindagaon |
| 67 | Implementation of Enviromental and Social Management Plan -Air quality monitoring at 3 locations for 3 seasons for 2 consecutive years (3x3 Season) (Construction Stage)(i)Br.No.1/1 Khora Bund to Gobindagaon |
| 68 | Implementation of Enviromental and Social Management Plan -Water quality monitoring at 3 locations for 3 seasons for 2 consecutive years (3x3 Season) (Construction Stage)(i)Br.No.1/1 Khora Bund to Gobindagaon |
| 69 | Implementation of Enviromental and Social Management Plan -Noise quality monitoring at 3 locations for 3 seasons for 2 consecutive years (3x3 Season) (Construction Stage)(i)Br.No.1/1 Khora Bund to Gobindagaon |
| 70 | Implementation of Enviromental and Social Management Plan -Soil quality monitoring at 3 locations for 3 seasons for 2 consecutive years (3x3 Season) (Construction Stage)(i)Br.No.1/1 Khora Bund to Gobindagaon |
| 71 | Implementation of Enviromental and Social Management Plan -Air quality monitoring at 3 locations for 2 seasons for 1 year. (3x2 Season x 1 Years) = 6 Nos. of samples (operation Stage)(i)Br.No.1/1 Khora Bund to Gobindagaon |
| 72 | Implementation of Enviromental and Social Management Plan -Water quality monitoring at 3 locations for 2 seasons for 1 year. (3x2 Season x 1 Years) = 6 Nos. of samples (operation Stage)(i)Br.No.1/1 Khora Bund to Gobindagaon |
| 73 | Implementation of Enviromental and Social Management Plan -Noise quality monitoring at 3 locations for 2 seasons for 1 year. (3x2 Season x 1 Years) = 6 Nos. of samples (operation Stage)(i)Br.No.1/1 Khora Bund to Gobindagaon |
| 74 | Implementation of Enviromental and Social Management Plan -Soil quality monitoring at 3 locations for 2 seasons for 1 year. (3x2 Season x 1 Years) = 6 Nos. of samples (operation Stage)(i)Br.No.1/1 Khora Bund to Gobindagaon |
| 75 | A Provisional sum (fixed amount) for items of tree felling/plantation of Rs. 315992.6 (not to be changed by the Bidder in BOQ)(i)Br.No.1/1 Khora Bund to Gobindagaon Please Enable Macros to View BoQ information |
