Reconstruction of Bhajania of Mohammadganj to Haidernagar Via Kolhua, Bardiha, Pansa, Adhori and Ranideva Road

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 vide R.C.D.S.O.R. 2.03

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) 300-600 mm vide R.C.D. S.O.R. 2.01 (i)

(ii) 600-900 mm R.C.D. S.O.R. 2.01 (ii)

(iii) 900-1800 mm R.C.D. S.O.R. 2.01 (iii)

(iv) 1800-above mm R.C.D. S.O.R. 2.01 (iv)

Removal of Telephone / Electric Poles and Lines 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 SOR. 2.14

Removal of Hand Pumps all complete job as per specification and direction of E/I.

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. 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 (including Royalty @ Rs. 30.00 per Cum but excluding watering, rolling & compaction) (i) Ordinary soil SOR. 3.06

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drsain and foundation of other structures graded and compacted to meet requiretment of table 300-2. R.C.D. S.O.R. 3.17

Construction of Embankment with Material obtained from Borrowpits - 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. SOR 3.16

Construction of Subgrade and Earthen Shoulders - Construction of sub-grade 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 No. 300-2 S.O.R. 3.18

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) - Construction of granular sub-base by providing case 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 vibratory roller to achieve the desired density, complete as per clause 401. S.O.R. 4.01 B (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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. SOR.4.14 B

Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. SOR.5.01 A

Tack Coat 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/granular surface cleaned with mechanical broom. SOR.5.02 (ii)

Tack Coat 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/granular surface cleaned with mechanical broom. As per MOSRT&H specification 502 (5th revision) & as per direction of E/I. R.C.D. S.O.R. 5.02 (i)

Dense Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing and average output of 75 tonnes per hous using crushed aggregates of specified grading, premixed with bituminous binder © 4.0 to 4.5% by weight of total mix 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 whelled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clasue No. 507, complete in all respects.) with VG-30 Grade Bulk Bitumen. R.C.D. S.O.R. 5.04 A (B)

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 MORTH specification clause No. 509 complete in all respects) R.C.D. S.O.R. 5.05 A (B)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. 60 cm x 45 cm rectangular vide R.C.D. S.O.R. 8.04 A (ii) (i) 90 cm Equilateral Tringle

(ii) 60 cm x 60 cm Square R.C.D. S.O.R. 8.4 (A) (xiii)

(iii) 80 cm x 60 cm Rectangular R.C.D. S.O.R. 8.4 (A) (x)

(iv) 60 cm x 45 cm Rectangular R.C.D. S.O.R. 8.4 (A) (xii)

(v) 60 cm Circle R.C.D. S.O.R. 8.4 (A) (viii)

(vi) 90 cm height Octagonal R.C.D. S.O.R. 8.4 (A) (xv)

Direction and Place Identification Signs upto 0.9 sqm Size Board. (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 with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. S.O.R 8.06

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 S.O.R 8.30) R.C.D. S.O.R. 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. S.O.R 8.13

Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R 8.14 (i) 5th km Stone R.C.D. S.O.R. 8.4 (i)

(ii) Ordinary km stone R.C.D. S.O.R. 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 strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.) S.O.R 8.15

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.) R.C.D. S.O.R. 8.35

Metal Beam Crash Barrier (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) SOR. 8.23 A

Drain- Earthwork of Structures (Earth work in Excavtaion of foundation of structures as per drawing and technical and technical specification,including steeing out ,construction of shoring and bracing,removal of stumps and other deletrious matter,dressing of sides and bottom and back filling with approved material . R.C.D. S.O.R. 12.01 B (i)

PCC M10 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.) R.C.D. S.O.R. 12.04

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M20 R.C.D. S.O.R. 13.05 E (P)

Plain/Reinforced cement concrete in super-structure complete as per drawing and technical specifications. RCC Grade M30 R.C.D. S.O.R. 14.01 C (i) P

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications R.C.D. S.O.R. 13.06

Providing P.C.C. M15 with nominal mix(1:2:4)in foundation -do-do-all complete job as per specification and direction of E/I. R.C.D. S.O.R. 12.08 (A) Case ii

Providing R.D.R.R. stone masonary with c.m.(1:3) in foundation and plinth -do-do-all complete R.C.D. S.O.R. 12.07 (B)

Providing R.D.R.R.Stone masonary with c.m.(1:3) in substructure -do-do- all complete as per spn. And direction of E/I R.C.D. S.O.R. 13.04 (A)

Providing P.C.C. M20 in substructure -do-do- all complete as per spn. And direction of E/I R.C.D. S.O.R. 13.05 (B) P

Providing granular filter media -do-do all complete as per spn. And direction of E/I R.C.D. S.O.R. 13.10

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) R.C.D. S.O.R. 8.11 (ii)

Bus Shelter

Gantry- Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 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) (A) Truss and Vertical Support R.C.D. S.O.R. 8.07 (A)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20 R.C.D. S.O.R. 12.08 C

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

Providing P.C.C. M15 with nominal mix(1:2:4)in foundation -do-do-all complete job as per specification and direction of E/I. R.C.D. S.O.R. 12.08 (A) Case 1

Providing R.D.R.R.Stone masonary with c.m.(1:3) in substructure -do-do- all complete as per spn. And direction of E/I R.C.D. S.O.R. 13.04 (A)

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. R.C.D. S.O.R. 16.04 (A)

Providing R.C.C. M25 in deck slab -do-do-all complete job R.C.D. S.O.R. 14.01 B (i) P

Providing R.C.C. M30 in wearing coat -do-do-all complete job R.C.D. S.O.R. 14.04

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications R.C.D. S.O.R. 14.02

Providing Designation 75A B/W in CM (1:3) in foundation and plinth do-do all complete job. R.C.D. S.O.R. 13.01

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. R.C.D. S.O.R. 15.14

Providing 12 mm thick plaster with c.m.(1:3) -do-do- all comp. job. R.C.D. S.O.R. 13.03

Providing painting two coats over new plastered surface do-do all completed job. R.C.D. S.O.R. 8.08

Providing Tar Phelt Cushion under the deck slab -do-do-all complete job

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joints for fixed ends of simply supported spans not exceeding 10.0m to cater for a horizontal movement upto 20 mm , covered with sealant complete as per drawing and technical specification R.C.D. S.O.R. 14.17 (iii)

Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6% bitumen by weight R.C.D. S.O.R. 14.17 (iv)

Numbering and writing the culvert no. etc. -do-do- all complete

Providing RCC M25 mechanically mixed concrete in substructure with graded stone aggregate 20mm nominal size and clean coarse sand do-do- all complete job as per specification and direction of E/I. (Excluding cost of reinforcement and it's cutting , bending, binding etc.) R.C.D. S.O.R. 15.12 B

Providing and laying flooring complete as per drawing and Technical specification laid over cement concert bedding. R.C.D. S.O.R. 16.08 (A)

Flexible Apron Construction of flexible apron 1 m thick comprising of loose stone boulders weighting not less than 40 kn beyond curtain wall. R.C.D. S.O.R. 16.11

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-30 grade Concrete with HYSD reinforcement conforming to MoRT&H specification and as per details given IRC-5 (Fig.-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations directed by the Engineer, all as specified. (Area- 0.243 sqm./meter, single face) R.C.D. S.O.R. 8.22 A (ii)

Providing and laying Filter material with stone metal grade-III underneath pitching in slopes complete as per drawing and Technical specification R.C.D. S.O.R. 16.05

Providing PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification R.C.D. S.O.R. 15.15 Case (ii)

Providing and laying Reinforced cement concrete approach slab M30 including reinforcement and formwork complete as per drawing and Technical specification R.C.D. S.O.R. 15.16

Providing and laying a burried expansion joint, expansion-gar being 20mmcovered with 12mm thick, 200mm wide galvanised weldable structural steel as per IS:2062 placed symmetrical to the centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8mm dia. 100 mm long galvanised nails spaced 300mm c/c along the centre line of the plate all as specified in clause 2604.

Providing drainage spouts with 260 mm x 260 mm M.S. grating 100 mm dia. 1.00 long G.I. pipe including cost of all labour and material all complete job as per design/drawing and technical specification and MORT & H specification clasues and other relevant R.C.D. S.O.R. 14.09

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 including all taxes and incidental charges etc. all complete specification and MORT&H specificatin claused and other relevant claused and direction of E/I.

Bored cast-in-situ M35 grade R.C.C. Pile 1200mm diameter excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.

Providing and laying of PCC M15 levelling course 100mm thick below pile cap.

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M30

Supplying, bending and binding TMT Fe500 Bars in foundation do-do all complete as per specification and direction of E/I R.C.D. S.O.R. 12.42

Confirmatory Boring through Core drilling of BX (41mm to 59mm) size by rotary core drilling machine upto 20.0 m depth in all kinds of hard rock including, finishing, maintenance of core (minimum 80% core recovery in hard rock is essentail and sludge for foundation exploration complete as per specification and direction of E/I

Back filling behind the abutment, wing wall and return wall including foundation trenches with granular material combined with all leadsand lifts at site including cost of all materials, labour, tools and plants, watering, cost of water with all leads and lifts, dressingand ramming, free from grass and other loose deleterious materials likely to deteriorate, providing light, barrier, danger signals, choudkidar, making and maintaining diversion, traffic regulation all complete job as per design/ drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I. R.C.D. S.O.R. 13.09

SUBSTRUCTURE Providing RCC/RCC M-30 mechanically mixed concrete in abutment, Pier, wing wall, return wall, curtainwall, toe wall with graded stone aggregate 20 mm nominal size and clean coarse sand of FM 2 and above, well screened, free from all dirt, dust shell sand other deleterious materials, including cost of all materials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placingin position, vibrating, hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts, all taxes and royalties, incidental charges, hire and running charges of machiner, depreciation, major/ minor repair, POL and other lubricants, pay ofmachinary staff, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation etc. all complete job as per design/drawing and technical specifiaction and MORT&H specification claused and other relevant clauses and direction of E/I (excluding cost of reinforcement and it's cutting, bending, binding etc.). R.C.C. M - 30.

SUPERSTRUCTURE Providing RCC M-30 mechanically mixed concrete in Deck slab, girder, bed block and Foot path, with graded stone aggregate 20mm nominal size and clean coarse sand of of FM 2 and above, well screened, free from all dirt, dust shellsand other deleterious materials, including ccost of all meterials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placingin position, vibrating, hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts, all taxes and royalies, incidental charges, hire and running charges of machinery, depreciation, major/minor repair, POL and other lubricants, pay ofmachinary staff providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regualtion etc. all complete specid\fication and MORT&H specificatin claused and other relevant claused and direction of E/I. R.C.C.M - 30. (For Ch.- 13.740 km)

SUPERSTRUCTURE Providing RCC M-30 mechanically mixed concrete in Deck slab, girder, bed block and Foot path, with graded stone aggregate 20mm nominal size and clean coarse sand of of FM 2 and above, well screened, free from all dirt, dust shellsand other deleterious materials, including ccost of all meterials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placingin position, vibrating, hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts, all taxes and royalies, incidental charges, hire and running charges of machinery, depreciation, major/minor repair, POL and other lubricants, pay ofmachinary staff providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regualtion etc. all complete specid\fication and MORT&H specificatin claused and other relevant claused and direction of E/I. R.C.C.M - 30. (For Ch.- 15.560 km)

Providing Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)

Providing PCCM15 ordinary grade mechanically mixed concrete below approach slab, as levelling course with graded stone aggregate 40mm to 10 mm size and clean coarse sand of of FM 2 and above, well screened, free from all dirt, dust shellsand other deleterious materials, including ccost of all meterials form work, labour, handling material at site, tools and plants, curing cost of water with all leads and lifts, all taxes and royalies, incidental charges, hire and running charges of machinery, depreciation, major/minor repair, POL and other lubricants, pay ofmachinary staff providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regualtion etc. all complete specid\fication and MORT&H specificatin claused and other relevant claused and direction of E/I.

Providing and laying RCC Approach slab M30 grade including erinforcement and form work complete as per drawing and technical specification.

Providing drainage spouts with 260 mm x 260 mm M.S. grating 100 mm dia. 1.00 long G.I. pipe including cost of all labour and material all complete job as per design/drawing and technical specification and MORT & H specification clasues and other relevant clauses and direction of E/I.

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 manufacure/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation).

Supplying, fitting and fixing elastomeric bearing conforming to IRC 83 (part-I) section-IX in position, true to lines and level including all accessories, neoprene w.r.l.m.s. plate, all labour including machinary inputs for various processing operations like gas cutting, fabrication, converting into elastometric compound of required specifications, for adding chemicals like primer for plates and final bonding agents of plates to elastomer, for pretreatment, nonding/ vulcanizing of elastometric cmopound with reinforcing steel plate, hire and running charge of machinery with depreciation, major/minor repair, POL and other lubricants, pay of machinary staff, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation etc. all complete job as per design/drawing and technical specification and MORT&H specification specification clauses and other relevant clauses and direction of E/I.

Providing painting of hand rail with ready mixed paint of approvedcolour and texture as per specification and direction of E/I.

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.

GST 18% will be added on Total amount quoted by Contractor

Labour Cess 1% will be added on amount quoted by contractor including 18% GST.

M/s Vinod Kumar Jain