| 1 | 1 | Foundation : \n'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,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.) (I) Ordinary Soil A) Manual means | BI01010001010000000000000515BI0100001113 | 319.56 | Cum |
|---|
| 2 | 2 | Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well.Assuming depth of water 1.0 m and height of island to be 1.25m. | BI01010001010000000000000515BI0100001114 | 2 | Each |
|---|
| 3 | 3 | Providing and construction of one span service road 10m wide to reach island location to another pier location. | BI01010001010000000000000515BI0100001115 | 120 | Rm |
|---|
| 4 | 4 | Providing and laying cutting edge of mild steel for well foundation complete as per drawing and technical specification as per section 1200 and 1900 of MORTH specification. | BI01010001010000000000000515BI0100001116 | 4.67 | MT |
|---|
| 5 | 5 | Providing and casting for controlled reinforced cement concrete of grade M25 in well curb as per drawing technical specification as per Cl. 1205 of MORTH specification. | BI01010001010000000000000515BI0100001117 | 118.77 | Cum |
|---|
| 6 | 6 | Providing and casting for controlled reinforced cement concrete of grade M25 in well steining complete as per drawing technical specification as per Cl. 1206 of MORTH specification. | BI01010001010000000000000515BI0100001118 | 1132.89 | Cum |
|---|
| 7 | 7 | Providing and casting for controlled plain cement concrete of grade M20 in bottom plug complete as per drawing technical specification as per Cl. 1208 of MORTH specification.PCC M25 | BI01010001010000000000000515BI0100001119 | 309.74 | Cum |
|---|
| 8 | 8 | Providing and casting for controlled plain cement concrete of grade M25 in top plug complete as per drawing technical specification as per Cl. 1200 of MORTH specification. | BI01010001010000000000000515BI0100001120 | 19.64 | Cum |
|---|
| 9 | 9 | Providing and casting for controlled plain cement concrete of grade M25 in well cap complete as per drawing technical specification as per Cl. 1211 of MORTH specification. RCC M25 | BI01010001010000000000000515BI0100001121 | 272.34 | Cum |
|---|
| 10 | 10 | 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 is rekonewed from bed level. (A)sandy soil (i)Depth below bed level upto 3.0 M | BI01010001010000000000000515BI0100001122 | 12 | Rm |
|---|
| 11 | 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 is rekonewed from bed level. (A)sandy soil (i)Beyond 3.0 M upto 10.0m depth | BI01010001010000000000000515BI0100001123 | 28 | Rm |
|---|
| 12 | 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 is rekonewed from bed level. (A)sandy soil (i)Beyond 10.0 M upto 20.0m depth | BI01010001010000000000000515BI0100001124 | 28.9 | Rm |
|---|
| 13 | 13 | Sand filling in wells complete as per drawing and technical specifications as per Cl. 1209 of Morth specification. | BI01010001010000000000000515BI0100001125 | 1604.18 | Cum |
|---|
| 14 | 14 | Supplying, Fitting and Placing un coated TMT bar reinforcement in foundation complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001126 | 62.2 | MT |
|---|
| 15 | 15 | Substructure : \n'Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork \nRCC Grade M25\nHeight upto 5m\n'Case I : Using concrete Mixer | BI01010001010000000000000515BI0100001127 | 323.44 | Cum |
|---|
| 16 | 16 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications \nISI marked TMT primary producer(TATA/SAIL/Jindal) | BI01010001010000000000000515BI0100001128 | 23.1 | MT |
|---|
| 17 | 17 | Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-I) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | BI01010001010000000000000515BI0100001129 | 255 | Tonne Capacity |
|---|
| 18 | 18 | Supplying, fitting and fixing in position true to line and levelForged steel Rollar bearing conforming to IRC: 83(Pt.-I) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | BI01010001010000000000000515BI0100001130 | 255 | Tonne Capacity |
|---|
| 19 | 19 | Superstructure : 'Furnishing and Placing Reinforced cement concrete in super-structure as per drawing and Technical Specification' including at section 1500,160,1700 of MORTH specifications. e. RCC/PSC grade M40 (i) Using Concrete Mixture. For RCC T Beam and Slab . Height upto 5m | BI01010001010000000000000515BI0100001131 | 954 | Cum |
|---|
| 20 | 20 | Supplying, fitting and placing TMTbar reinforcement in super-structure including splicing complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001132 | 116.88 | MT |
|---|
| 21 | 21 | Supplying , providing, placing in position and profiling cable consisting of high tensile steel strands including, stressing grouting complete as per drawing and technical specification as per clause No. 1802 to 1814 of MORTH specification | BI01010001010000000000000515BI0100001133 | 29.44 | MT |
|---|
| 22 | 22 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specification of MORTH clauses 800 and 1206.3.A) with crushed stone | BI01010001010000000000000515BI0100001134 | 69.98 | Cum |
|---|
| 23 | 23 | Construction of precast railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. | BI01010001010000000000000515BI0100001135 | 264.8 | Rm |
|---|
| 24 | 24 | Drainage Spouts complete as per drawing and Technical specification 2705 | BI01010001010000000000000515BI0100001136 | 42 | each |
|---|
| 25 | 25 | 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 specifications at cl. No. 2607 of MORTH specification. | BI01010001010000000000000515BI0100001137 | 33.8 | Rm |
|---|
| 26 | 26 | PCC M15 grade Levelling course below approach slab complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001138 | 9.6 | Cum |
|---|
| 27 | 27 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification(a) TMT IS 1786 (Fe-500 D) Primary Producer. | BI01010001010000000000000515BI0100001139 | 13.5 | Cum |
|---|
| 28 | 28 | Backfilling behind abutment, wing wall and return wall complete as per drawing and specification. With sandy soil | BI01010001010000000000000515BI0100001140 | 75.04 | Cum |
|---|
| 29 | 29 | Protection work :\nProviding and laying of boulder apron on river bed for protection against scour with stone boulders weighting not less than 40Kg each complete as per drawing and technical specification. Boulder Apron Laid in wire crates | BI01010001010000000000000515BI0100001141 | 844.53 | Cum |
|---|
| 30 | 30 | 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 A. Stone Boulder | BI01010001010000000000000515BI0100001142 | 318.57 | Cum |
|---|
| 31 | 31 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Clause 1302 | BI01010001010000000000000515BI0100001143 | 241.95 | Cum |
|---|
| 32 | 32 | Approach: 'Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads upto 3km, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) a) form Private land | BI01010001010000000000000515BI0100001144 | 49584.4 | Cum |
|---|
| 33 | 33 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) a) form Private land | BI01010001010000000000000515BI0100001145 | 2271.5 | Cum |
|---|
| 34 | 34 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.) with a initial lead of 5km\nii) For Grading -I Material | BI01010001010000000000000515BI0100001146 | 808.5 | Cum |
|---|
| 35 | 35 | Water Bound Macadam ( Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tones capacity in stages to proper grade and camber, applying and booming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density (With an initial lead of 5.0km), By Manual Means c) Using Screening Type-B (11.2mm Agg.) I) WBM Grading II | BI01010001010000000000000515BI0100001147 | 539 | Cum |
|---|
| 36 | 36 | Water Bound Macadam ( Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tones capacity in stages to proper grade and camber, applying and booming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density (With an initial lead of 5.0km), By Manual Means c) Using Screening Type-B (11.2mm Agg.) I) WBM Grading III | BI01010001010000000000000515BI0100001148 | 539 | Cum |
|---|
| 37 | 37 | Providing and applying tack coat with bitumen emulsion using emulsion (RS-1) distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001149 | 5390 | Sqm |
|---|
| 38 | 38 | Open - Graded Premix Surfacing (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 penetration grade bitumen to required line, grade and level to serve as wearingcoarse on a previously prepared base, including mixing in a suitable plant laying and rolling with a smooth wheeled roller 80-100 KN static roller capacity, finished to required level and (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed material up to 10.0 km initial lead from mixing plant). (i) Case I: Mechanical method using penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/ hour. | BI01010001010000000000000515BI0100001150 | 5390 | Sqm |
|---|
| 39 | 39 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified level, grades and crossfall using TypeA and B seal coats as per technical specification .(including carriage upto initial lead of 5 km from quarry) | BI01010001010000000000000515BI0100001151 | 5390 | Sqm |
|---|
| 40 | 40 | Guard Posts:Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c. | BI01010001010000000000000515BI0100001152 | 72 | Each |
|---|
| 41 | 41 | Painting on concrete surface(providing and applying 2coats 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 2sqm)(B)for RCC Railing | BI01010001010000000000000515BI0100001153 | 264.8 | Rm |
|---|
| 42 | 42 | Direction and place identification sign upto 0.9sqm size board. \nProviding and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) | BI01010001010000000000000515BI0100001154 | 3.6 | Sq.m |
|---|
| 43 | 43 | Carrying out Sub Soil investigation (SSI) for all type of soil (except boring in rock) upto depthof 30 m or refusal (N=100) for each foundation location as per IRC 78-2014 and submission of SSI report to the Engineer in charge for approval . Preparation & submission of Design calculation & Drawings of foundation , sub structure,Super structure as relevant IRC Codes and SSI Report , 2( two) each of Design& Drawing of each bridge to be submitted for approval and 8 ( eight)copies after approval of competent authority. | BI01010001010000000000000515BI0100001155 | 1 | Each |
|---|
