Widening and Strenghthening Reconstruction of Dhamaniya to Seregarha (NH-99) via Kacha-Moktama-Tarog

Amount

Clearing and Grubbing Road Land .(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, In area of light jungle.RCD SOR 2.03(i) A

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) (i)Girth from 300 mm to 600 mm RCD SOR 2.01(A) +2.01(B)

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) (ii)Girth from 600 mm to 900 mm RCD SOR 2.01(A) +2.01(B)

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) (iii)Girth from 900 mm to 1800 mm.RCD SOR 2.01(A) +2.01(B)

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) (iv)Girth above1800 RCD SOR 2.01(A) +2.01(B)

Removal of telephone/ Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department , disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately RCDSOR2.14

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, Prestressed /Rubble stone masonary in cement motar.Brick masonary .RCD SOR 2.04(iii)B

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 , Plain cement concrete grade M-15 & m-20..RCDSOR 2.04 (i)I (B)

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 , Prestressed / Reinforced cement concrete grade M-20 & above.RCDSOR 2.04 (I)C

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), Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.Above 600 mm to 900 mm dia.RCDSOR2.04(ix)B

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately), By mechanical Means, Bituminous courses.RCDSOR2.05 (II)A

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket 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 embankment location within all lifts and lead upto 1000m.RCDSOR 3.06

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

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), Rolling with vibratory roller. RCDSOR 3.16,

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 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 4.14B

Prime Coat over WMM/WBM.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.RCDSOR 5.01A(i)

Tack Coat on Granular surfaces treated with primer.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.RCDSOR 5.02(ii)

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.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 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.RCDSOR 5.04AB

Bituminous concrete Grading- II With VG-30 Bulk Bitumen.Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 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.RCDSOR 5.05AB

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.RCDSOR 6.01

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing RCDSOR 6.02

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(ii)90 CM Equilateral.

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(xi) 60 x50 cm rectangular

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 x60 cm rectangular

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(xii) 60 x45 cm rectangular

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(viii) 60 cm circular

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(xv) 90 cm high octagon.

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

Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade).English and roman.RCDSOR 8.03(ii)

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.)RCDSOR8.13

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc), (i)5th kilometre stone (precast).RCDSOR 8.14 (i)

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc), (ii)Ordinary Kilometer stone (Precast).RCDSOR 8.14 (ii)

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 toIRC-79 and the drawings.)RCDSOR 8.15

Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC: 67).Truss and vertical support.RCDSOR 8.07 A

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.RCC Grade M20 using batching plant, transit mixture & Concrete pump.RCDSOR12.08 © Case-I

Fixing of reflective sheeting including all cost of materials and fitting charge complete works as per specification and direction of E/I.(NS Item)

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.) RCDSOR12.01(I) B (i)

Providing placing/reinforce cement concrete in open foundation including the cost of all materials, labour, toos, plant and equipment required for mixing, transporting and palcing in position , vibrating and compacting, finishing and curing as directed by the Engineer with all incindental expences, sampling and testing, quality accurance and supervision including the cost of providing fixing and removing form work all complete as per MORTH speification. PCC Gr. M-15. RCDSOR 12.08A case-I

Providing stone masonary work in cement mortar (1:4) in foundation including the cost of all labour, matrials, toos and plant, scaffolding and removal of scaffolding, pointing, racking out joints, cleaning wetting, filling with mortar, watering all complete job as per MoRTH spicification. Rough Dressed Random Rubble Masonary . RCDSOR 12.07(B)

Providing stone masonary work in cement mortar (1:3) for substructure including the cost of all labour, matrials, toos and plant, scaffolding and removal of scaffolding, pointing, racking out joints, cleaning wetting, filling with mortar, watering all complete job as per MoRTH spicification. Rough Dressed Random Rubble Masonary. RCDSOR13.04(A)

Furnishing and placing reinforced/prestressed cement concrete in super-structure as per drawing and technical specifications. RCC Grade M25 using batching plant,transit mixer & concrete pump.Height upto 5m.RCDSOR 14.01 B(i)(p)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.RCDSOR14.04

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.PCC Grade M20.Height upto 5m.RCDSOR13.05B(p)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications RCDSOR14.02

Brick masonry work in 1:3 in substructure complete excluding pointing and plastering, as per drawing and Technical Specifications.RCDSOR 13.01

Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications.RCDSOR 13.03

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces).RCDSOR 8.08

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

Providing Tar Phelt cushion under the deck slab -do-do- all complete job. NS as per TS.

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 and direction of E/I..RCDSOR 14.17(iii)

Providing and filling joint sealing compound as per drawings and technical specifications and direction of E/I with coarse sand and 6% bitumen by weight.RCDSOR 14.17(iv)

Numbering and writing the culvert no. etc. -do-do- all complete. NS as per TS.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.RCDSOR16.05

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.RCDSOR 16.01

Laying Reinforced cement concrete pipe/ prestressed concrete 1000 mm NP4 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 RCDSOR 9.04 A

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.hard rock (blast prohibited),Mechanical means .RCDSOR 12.01 (iv) A

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

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.RCC Grade M30 using batching plant,transit mixer & Concrete pump.RCDSOR 12.08.(G)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.RCDSOR 12.42

Confirmatory boring through core driling of BX (41mm to 59mm) size by rotary core drilling machine up to 20m with all complete job as per specification and direction of E/I.

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

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

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.PCC Grade M15 using batching plant & manual placing.RCDSOR14.10 CASE II

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and direction of E/I. RCC M-30.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 and direction of E/I.RCDSOR 13.08

Supplying, fitting and placing 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 Specification.RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.RCC Grade M30.RCDSOR14.01 C(ii)p

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 )RCDSOR 14.15(B)

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

Providing tarfelt cushion under the deck slab as a bearing all complete job as per direction of E/I.

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. ).RCDSOR15.21

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).RCDSOR8.23 A

Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap.PCC Grade M15 using batching plant & manual placing.RCDSOR 12.41 Case-ii

Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification.RCC Grade M30 using batching plant & manual placing.RCDSOR 12.40 (C) Case-ii

Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.RCDSOR12.22

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.RCDSOR12.25

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.RCDSOR13.16

Maintaining the diversion during construction period all complete job as per direction of E/I

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.By mechanical means.(ii)Grading-II.Using Screening Crushable type such as Moorum or Gravel.RCDSOR4.11 B (ii) a

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.By mechanical means.(ii)Grading-II.Using Screening Type-B (11.2mm agg.) .RCD SOR4.11 B (ii) a

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.PCC Grade M15.RCDSOR 13.05 A

Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . RCDSOR 9.05 A

Add 18 % GST :

Add 1% Labour Cess:

Rajeev Kumar (BID ID -638310)

UNIVERSAL AGENCY RAMGARH PRIVATE LIMITED (BID ID -638298)

MS MANISHA CONSTRUCTION (BID ID -638267)

M/s Siddhartha Construction (BID ID -636746)