SOPD_SIG_19_20_17

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (I) By Mannual Means

Dressing & profiling the existing WBM/Granular surface layer of the road from edge to edge of the existing carriage way, filling low spots and ravelled stretches by providing additional materials of same type as that of the existing top surface layer, cambering, watering, rolling with 8-10 tonne roller to obtain specified compaction, etc to obtain a uniform formation surface with cross fall from the road centre line to the outer edges of the existing embankment. Works to be carried out in accordance with MORT&H specifivation section 300 and as directed by the deptt. (rate considered as per SOR for road bridge and culvert works for all divisions inder PWD Assam 2009-10, at sections where the top level of the subgrade of the existing road surface is not proposed to be raised by more than 100mm.

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 900 mm dia Hume pipe

Construction of embankment with materials obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5 (a) From private land

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000 m as per Technical Specification 303.1. (a) From private land

Providing and laying Sand at the depressed portion of the road as per site condition

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (i) for grading I Material

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 sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )

Prime coat: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 High porosity

Tack Coat :- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime / cement as filler (refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982 (Refer Appendix-5 of MoSRT&H specification)(I)'with 60/70 or VG-30 grade bitumen (i) for Grading I ( 19 mm nominal size )

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 reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime / cement as filler (refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982 (Refer Appendix-5 of MoSRT&H specification)(I)'with 60/70 or VG-30 grade bitumen (ii) for Grading II ( 13 mm nominal size )

Supplying, fitting and fixing RCC guard post150cm long erected 75cm above the groundand 75cm below the ground with M-15 grade(nominal mix 1:2:4 with broken stone aggregateup to 20mm size) of cement concrete andrequired reinforcement tied in position withannealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.

Tree reflector made of heigh intensity grade retro-reflectorised sheeting fixed over aluminium sheeting of 2 mm/0.28 mm thick firmly fixed with necessary galvanized nail a)100mm dia/100mmx100mm.

Eartwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc including refilling (return filling) the quantity as necessary after completion of work, breaking clods inreturn filling, dressing, watering and ramping etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified (A) Up to a depth of 2.00 m below the existing ground level (a) Ordinary soil

Earth/ Sand filling in plinth in layers not more than 150 mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes. With river sand or silt (Predominantly) non plastic by truck carriage including loading and

Providing soling in foundation and under floor with stone , best quality picked jhama brick, sand and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete Brick on flat soling

Plain cement concrete works with coarse aggregate of sizes 13 mm to 32 mm in foundation and for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid seperately) (a) In proportion 1cement: 3 sand: 6 coarse aggregate by volume

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203 (A) With crushed stone R.C.C. Grade M20

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203 (A) With crushed stone R.C.C. Grade M20 (i) For height upto 5 m

Supplying fitting and fixing in position reinforcement bars conforming to relevant IS Code for RCC work/ R.B. walling including straightening, cleaning, cutting and bending toproper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Upto 1st floor level) (a) From Primary producer : TATA/ SAIL/ Esser steel/ Jindal steel/ Shyam steel/ RINL (i) TMT Corrosion resistant steel (CRS) reinforcement bar

Brick work in cement mortar with 1st class brick including racking out joints and curing complete as directed In sub structure upto plinth level including dewatering if necessary In proportin 1:4

Chequered Pre-cast cement concrete tiles 20 mm thick with aggregates of sizes upto 6 mm laid in floors, treads of steps and landing with 20 mm thick bed of cement mortar in poroportion 1:6 (1 cement : 6 coarse sand) joined with neat cement slurry with pigment to match the shade of precast tiles (b) Any shade or combination of shades using approx 50% white cement 50% grey cement.

Providing 18 mm thick Granite slab laid over 10 mm thick base of cement mortar in proportion 1:3 (1 cement : 3 coarse sand) joined with grey cemnt slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete as directed with approved quality of shade.

20 mm thick cement plaster in two coat backing 15 mm thick finishing coat 5 mm on rough side of single or half brick walls for exterior plastering upto 1st floor level including arises, internal rounded angles not smooth including curing complete as directed. c) In cement mortar 1:4

Providing surface preparation for walls, celling etc. using average 1.50 mm thick plaster of paris including clearing, rubbing with sand paper, filling gaps, depressions etc. where necessary, with chalk powder and plaster of paris paste making the surface even and smooth complete at all levels as specified and directed

Finishing wall with water proofing cement proofing cement paint of approved brand and manufacturing and required shade on new wall surface (two coats) to give an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials

Providing pre painted Galvanized iron sheet roofing (PPGI) (Dyna roof/ Sathyam/ Durakolor/ Centurry wells) at all levels including fitting and fixing with self tapping screws complete (Roof trusses, purlin etc. to be measured and paid seperately)

Stainless steel pipes of any size and design etc. including cost of screens and welding rods or bolts & nut complete fixed in positions but without the cost of excavation and concrete for fixing which will be paid seperately

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 90cm equilateral traingle

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 60cm equilateral traingle

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 60cm circular

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 80cmm x 60 cm rectangular

Providing and erecting FT Marker with dimensions Two- way reflective- with dimensions Each 587.00 100mm x 19 mm, shank length 50 mm, dia of shank 24 mm plastic body with 2 x 5 glass elements and plastic shank.

Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud

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.

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)

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) iii) 200th meter stone (Precast) as per IRC:26-1967.

Direction and place identification sign upto 0.9 sqm size board Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encap sulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be T ata/Sail/or any other approved brand)

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and disposal upto alead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material 1) Ordinary soil 2) Upto 3.00 m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone 1. PCC Grade M10 (Nominal Mix 1:3:6)

Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106. 1000 mm dia

Brick masonary work in cement mortar in substructure complete excepting pointing and plastering as per drawing and technical specification clauses 602, 603, 604, 1202 & 1204 i) In 1:4 Cement mortar

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specifications Clauses 613.4 & 1204

Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 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. (I) Ordinary Soil (A) Manual means (II) With dewatering (I) Upto 3 m depth.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification including steel suttering formwork B. PCC Grade M15

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.Without plasticiser (I)RCC Grade M25, Case II With Batching Plant, Transit mixer and concrete pump

Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specification. With TATA make TMT rebar

Planting of Trees and their Maintenance for one Year (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 mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for one year .

Shifting of Utility Services as per direction of the Executive Engineer in consultation with the concerned department

ORIENTAL ENGINEERS