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| 1 | 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.Ordinary soil Depth upto 3 m SOR - 12.01(I) B (i) ( For Both Bridges) |
| 2 | 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.Ordinary Rock(Depth upto 3 m) SOR - 12.01 (II) B (For Both Bridges) |
| 3 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.P.C.C Grade M15 SOR - 12.08 A Case-I (For 30th km Bridge) |
| 4 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.RCC Grade M30 SOR - 12.08 (G) Case 1 (For 30th km Bridge) |
| 5 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. SOR - 12.42 (For 30th Bridge) |
| 6 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsRCC Grade M-30Heght upto 5m SOR - 13.05 G (p) (For 30th Bridge) |
| 7 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsRCC Grade M-30Heght 5 to 10 m SOR - 13.05 G (q) (For 30th Bridge) |
| 8 | 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:20 H towards drawing face. Complete as per drawing and technical specifications. SOR - 13.08 (For Both Bridge) |
| 9 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications SOR - 13.06 (For 30th Bridge) |
| 10 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsGranular Material SOR - 13.09 A (For Both Bridges) |
| 11 | 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. SOR - 13.1 (For 30th Bridge) |
| 12 | 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 Mort&H specification complete including all accessories as per drwaing and technical specifications SOR - 13.16 (For Both Bridges) |
| 13 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification SOR - 14.01 C(ii)pFor 30th Bridge |
| 14 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications SOR - 14.02For 30th Bridge |
| 15 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications SOR - 14.04 (For 30th Bridge) |
| 16 | Drainage spouts complete as per Drawing and Technical Specifications. SOR - 15.17 (For Both Bridges)) |
| 17 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification SOR - 14.10 (For 30th Bridge) |
| 18 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification SOR - 14.11 (For 30th Bridge) |
| 19 | Provision of an Reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with Rein forced Cement Concrete With HYSD reinforcement confirming MoRT&H Specification and as per details given IRC-5 including dowel bars ,expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawing and at locations directed by the Engineer ,all as specified .Crash Barriers for Bridge (Height 1100 mm) as per detais given IRC-5 (fig.-2 ) (Area -0.298 sqm. For 1 meter length ) SOR - 14.15B(For 30th Bridge) |
| 20 | 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. SOR - 14.21 (For Both Bridges) |
| 21 | 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.Stone/Boulder SOR - 16.04A (For 30th Bridge) |
| 22 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification SOR - 16.05 (For 30th Bridge) |
| 23 | 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. SOR - 14.16 (For Both Bridges) |
| 24 | Conifirmatory boring at Abutment and Pier Location SOR - N.S (For Both Bridges)As Per T/S. |
| 25 | 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 allk lifts and lead of 1000 metresCement concrete Grade M-15 & M-20 SOR - 2.04(i) I B (For Both Bridges) |
| 26 | 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 allk lifts and lead of 1000 metresRubble stone masonry in cement mortar SOR - 2.04(iii) I B (For Both Bridges) |
| 27 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. SOR - 2.03(i)A (For Both Bridges) |
| 28 | Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres.Girth from 300mm to 600mm SOR - 2.01A(i) (For Both Bridges) |
| 29 | Removal of stumps, roots, staking of serviceable material with all lifts up to a lead of 1000 metres and earth filling in the depression/ pit.Girth from 300mm to 600mm SOR - 2.01 B(i) (For Both Bridges) |
| 30 | 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 SOR - 3.06 (For Both Bridges) |
| 31 | Construction of Embankment with approved material obtained from Borrow pits 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. SOR - 3.16 (For Both Bridges) |
| 32 | 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. SOR - 3.17 (For Both Bridges) |
| 33 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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. SOR - 3.18 (For Both Bridges) |
| 34 | 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. SOR - 4.01BV (For 30th Bridges) |
| 35 | 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 carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. SOR - 4.14B (For 30TH Bridge) |
| 36 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Using Screening Type-A (13.2mm agg.) SOR - 4.11B(i) b (For 30th Bridge) |
| 37 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Using Screening Type-B (11.2mm agg.) SOR - 4.11B(i) c (For 30th Bridge) |
| 38 | Providing and applying primer 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/sqm using mechanical means. SOR - 5.01A(i) (For 30th Bridge) |
| 39 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.Tack Coat on Granular surfaces treated with primer SOR - 5.02(ii) (For 30th Bridge) |
| 40 | 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. SOR - 5.02(i) (For 30th Bridge) |
| 41 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 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 MORT&H specification clause no. 505 complete in all respects with VG-30 Bulk Bitumen. SOR - 5.04 A (B) (For 30th Bridge) |
| 42 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @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 per MORT&H specification clause no. 507 complete in all respects with VG-30 Bulk Bitumen. SOR - 5.05A (B) (For 30th Bridge) |
| 43 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm 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. 90cm equilatera; triangle SOR - 8.04B (ii) (For Both Bridges) |
| 44 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm 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. 60cmx 60cm square SOR - 8.04B (ii) (For Both Bridges) |
| 45 | 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.) SOR - 8.13 (For Both Bridges) |
| 46 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) SOR - 8.11(i) (For Both Bridges) |
| 47 | Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively.The weight of the marker shall not exceed 0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.) SOR - 8.35 (For Both Bridges) |
| 48 | 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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) SOR - 8.23A (For Both Bridges) |
| 49 | Maintaining the Diversion during construction period as and when required all complete job as per specification and direction of E/I SOR - NS (For Both Bridges) As Per T/S. |
| 50 | 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 . 1200 MM DIA SOR - 9.04 B (For 30th Bridge) |
| 51 | 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 manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year. SOR - 11.09 (For Both Bridges) |
| 52 | 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.Ordinary Soil (Depth 3 M to 6M) SOR - 12.01 I B (ii) (For 41st Bridge) |
| 53 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.P.C.C Grade M15 SOR - 12.08 A Case-I (For 41st km Bridge) |
| 54 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.RCC Grade M30 SOR - 12.08 (G) Case 1 (For 41st km Bridge) |
| 55 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. SOR - 12.42 (For 41st km Bridge) |
| 56 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsRCC Grade M-30Heght upto 5m SOR - 13.05 G (p) For 41st km Bridge) |
| 57 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsRCC Grade M-30Heght 5 to 10 m SOR - 13.05 G (q) (For 41st km Bridge) |
| 58 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications SOR - 13.06 (For 41st km Bridge) |
| 59 | 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. SOR - 13.10 ( For 41st km Bridge) |
| 60 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification SOR - 14.01 C(ii)p ( For 41st km Bridge) |
| 61 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications SOR - 14.02 (For41st km Bridge) |
| 62 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications SOR - 14.04 (For 41st km Bridge) |
| 63 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification SOR - 14.1 (For 41st km Bridge) |
| 64 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification SOR - 14.11 (For 41 st km Bridge) |
| 65 | Provision of an Reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with Rein forced Cement Concrete With HYSD reinforcement confirming MoRT&H Specification and as per details given IRC-5 including dowel bars ,expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawing and at locations directed by the Engineer ,all as specified .Crash Barriers for Bridge (Height 1100 mm) as per detais given IRC-5 (fig.-2 ) (Area -0.298 sqm. For 1 meter length ) SOR - 14.15B (For 41st km Bridge) |
| 66 | 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.Stone/Boulder SOR - 16.04A (For 41st km Bridge) |
| 67 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification SOR - 16.05 (For 41st km Bridge) |
| 68 | 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 carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. SOR - 4.14B (For 41st km Bridge) |
| 69 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 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 MORT&H specification clause no. 505 complete in all respects with VG-30 Bulk Bitumen. SOR - 5.04 A (B) (For41 st km Bridge) |
| 70 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @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 per MORT&H specification clause no. 507 complete in all respects with VG-30 Bulk Bitumen. SOR - 5.05A (B)(For 41st km Bridge) |
| 71 | 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. SOR - 4.01BV(For 41st km Bridge) |
| 72 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Using Screening Type-A (13.2mm agg.) SOR - 4.11B(i) b (For 41st km Bridge) |
| 73 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Using Screening Type-B (11.2mm agg.) SOR - 4.11B(i) c |
| 74 | Providing and applying primer 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/sqm using mechanical means. SOR - 5.01A(i) (For 41st km Bridge) |
| 75 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.Tack Coat on Granular surfaces treated with primer SOR - 5.02(ii)( For 41st km Bridge) |
| 76 | 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. SOR - 5.02(i) (For 41st km Bridge) |
| 77 | 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 . 1200 MM DIA SOR - 9.04 B (For 41st km Bridge) |
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