i Construction of Box culvert over local nala at Ch. Ch. 11.225 km of Barhait-Barharwa MDR-211 Road, ii Construction of Box culvert over local nala at Ch. 11.375 km of Barhait-Barharwa MDR-211 Road, iii Construction of Box Culvert over local nala a

Amount

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately. RCDSOR 2.05 (i) A

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (By mechanical means using dozer in area of light jungle). RCDSOR 2.03 (ii) A

Excavation for roadwork in soil with hydralic excavator of 0.9 cum bucked capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the rembankment location within all lift and lead upto 1000m. RCDSOR 3.06

Embankment Construction with 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). RCDSOR 3.16

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) Rate per cum after adding royalty@Rs. 27.48/cum. RCDSOR 3.17

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 fron end loader at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. For grading V Material. For GSB layer Grading-V. RCDSOR 4.01B (v)

Wet Mix Macadam (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). RCDSOR 4.14 B

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

Tack coat on Granular surface treated with primer. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 km per sqm on the prepared granular surface cleaned with mechanical broom. RCDSOR 5.02 (ii)

Tack coat on Bituminous surface. 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. RCDSOR 5.02 (i)

Dense Graded Bituminous Macadam Grading-II with VG-30 bulk bitumen (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous [email protected] per cent by weight of total mix of mix and filler, transporting the hot mis 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 specification clause no. 505 complete in all respects with VG-30 bulk bitumen) RCDSOR 5.04 A (B)

Bituminous concrete Grading-II with VG-30 bulk bitumen (Providing and laying bituminous concrete with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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. RCDSOR 5.05 A (B)

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.) RCDSOR 8.13

Retro- reflectorised Traffic signs (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 801.3,3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thikness 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 section12 of IRC 67).RCDSOR 8.04B(x)80 cmx60 cm

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or aluminium composite marerial sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35x35x3 mm angle mounted on a mild steel circular pipe 65 NB firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.RCDSOR 8.05

Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings).RCDSOR 8.15

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 810). RCDSOR 8.23A

Maintaining diversion during construction. LS

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 tonnes / Smooth 3 wheeled Steel 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.) RCDSOR 4.11B(i)(c)

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 tonnes / Smooth 3 wheeled Steel 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.) RCDSOR 4.11B(ii)(b)

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 or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) RCDSOR 5.07

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 and backfilling with approved material.)Ordinary soil.Mechanical means.Depth upto 3m. RCDSOR 12.01 1A (i)

PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. RCDSOR 12.04

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification. Random Rubble Masonry. RCDSOR 12.07B

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 using batching plant,transit mixer & concrete pump. RCDSOR 12.08A Case I

Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4 /prestrssed 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. RCDSOR 9.04B

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 and backfilling with approved material.)Ordinary soil.Mechanical means.Depth upto 3m. RCDSOR 12.01 1B (i)

Levelling course for Pile cap (Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap.PCC Grade M15 using batching plant,transit mixer & concrete pump. RCDSOR 12.41 Case I

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification.RCC Grade M30 using batching plant,transit mixer & concrete pump. RCDSOR 12.40 C Case I

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) RCDSOR 12.25

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. RCDSOR 12.42

Confirmatory Boring.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30 using batching plant,transit mixer & concrete pump.Height upto 5m. RCDSOR 13.05 G(p)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.Granular material. RCDSOR 13.09A

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. RCDSOR 13.10

PCC M15 Grade levelling course below approach slab complete as per drawing and technical specifications.PCC Grade M15 using batching plant,transit mixer & concrete pump. RCDSOR 14.10 Case I

Reinforced cement concrete approach slab including reinforcement complete as per drawing and technical specifications. RCDSOR 14.11

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. RCDSOR 13.08

Supplying, fitting and placing un-coated HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. RCDSOR 13.06

Furnishing and placing reinforced/prestressed cement concrete in super-structure as per drawing and technical specifications. RCC Grade M30 using batching plant,transit mixer & concrete pump.Height upto 5m. RCDSOR 14.01 C(i)(p)

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the at the bridge decks & approaches to bridge structures constructed with reinforced cement concrete with HYSD reinforcement conforming MoRT&H specifications and as per details given IRC-5 including dowel bars, expansion joints with premoulded asphalt filler board etc. and approved drawing and at locations directed by the Engineer, all as specified) RCDSOR 14.15B

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. RCDSOR 14.04

Supplying, fitting and placing un-coated HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. RCDSOR 14.02

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.) RCDSOR 14.21

Drainage spouts complete as per drawing and technical specifications. RCDSOR 15.17

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. RCDSOR 13.16

Painting on concrete surface (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 Sq.m. ) RCDSOR 15.21

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. RCDSOR 16.04A

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

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M15 using batching plant & concrete pump. RCDSOR 12.08C Case I

Plain/Reinforced cement concrete for wall & slab etc. complete as per drawing and technical specifications. RCC Grade M25 using batching plant,transit mixer & concrete pump. RCDSOR 15.12B

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M20 using batching plant,transit mixer & concrete pump.Height upto 5m. RCDSOR 13.05 B(p)

Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. RCDSOR 16.08B

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. RCDSOR 16.11

Supplying, fitting and placing un-coated HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. RCDSOR 15.13

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. RCDSOR 15.22 (iii)

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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).By manual means.RCC RCDSOR 2.04(i)IC

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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).By mechanical means.Dismantling Stone masonry parapet,wall. RCDSOR 2.04(iii)IB

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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).By manual means.Cement concrete M15&M20. RCDSOR 2.04(i)IB

Add 18% GST (In Basic Rate must fill 18)

Add 1% Labour Cess (In Basic must Rate fill 1)

Sri Ram Enterprises