MMUPPNA_RIDF_XXVIII_22_23_41

Amount

Clearing and grubbing road land including uprooting wild vegetation ,grass ,bushes ,shrubs , saplings and trees of girth up to 300mm ,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or autioned up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201 (ii) By Mechanical means (A) In area of non thorny jungle

Setting out Typical bench mark as per drawing 200.1

Reinforced Cement concrete M15 grade Kilometre stone/local of Standard design as per IRC :8 fixing in poition including painting and printing etc as per drawing and technical specifications clause 1703.(ii) Ordinary Kilometre Stone (Precast)

Reinforced Cement concrete M15 grade Kilometre stone/local of Standard design as per IRC :8 fixing in poition including painting and printing etc as per drawing and technical specifications clause 1703.(III) 200m Stone

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land

Construction of subgrade and earthen shoulders with approved material 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 upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land

Earth work 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 up to a lead of 50m , dressing of sides and bottom and backfilling in trenches with excavated suitable material I. Ordinary Soil up to 3 m depth

Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift up to 3m and lead up to 1000m as per Technical Specification clause 301.4

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A) By Manual Means

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means

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

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & 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.) for Grading II (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.) for Grading II (13 mm nominal size)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. 600mm equilateral triangle

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. 600mm circular

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. 800mm x 600mm rectangular

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

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 and conforming to the MoSrt&H specifications

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Supplying ,fiiting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in posotion wityh annealed black wire including centering, moulding the top , curing including painting concrete surfaces in 23cm strips up to 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. (a) 30cm dia RCC guard post with reinforcement of 6nos ,12mm dia TMT main steel bars and 6mm TMT/MS stirrups at 150c/c

Hume Pipe Culvert (2 Nos Single HPC & 1 No Triple HPC): - Earth work 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 others deleterious materials and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable materials. I. Ordinary Soil. A. Manual Means. ( with dewatering ) (i) Upto 3.00 M depth.

Plain Cement Concrete M10(1:3:6 nominal mix) in levelling course below open foundation of head walls as per drawings & Technical specification cl 1109

Providing and Laying RCC Pipe NP3 as per design in single row. Laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works inhead walls and parapets Clause 1106. 1000mm dia

Brick masonary in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and technical specification clause 1109. I . In 1: 4 cement mortar.

Plastering with cement mortar ( 1:4 ), 15mm thick on brick work in sub-structures per drawing and technical specifications Cl. 613.4 & 1204.

Back filling behind Abutment,Wing Wall and Return Wall complete as per drawing and Technical Specification Clause No.1204.3.8 (ii) Granular Material

Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding

Maintenance of Hume pipe Culvert (18 nos) : - Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)

Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification

Painting two coats including prime coat wityh epoxy paint of approved brand on concrete/steel surface after through cleaning of surface to give an even shade as per drawing and technical specification clause 1701.

RCC Drain (Open Drain - 1022.00 m & Cover Drain -161.00 m) :- 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 a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10.(Nominal mix 1:3:6)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10.(Nominal mix 1:3:6)Nominal mix 1:3:6 (Hand Mixing)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204 PCC Grade M 20 Nominial mix (1:2:4)

Providing weep holes in brick masonry /stone masonry ,plain reinforced concrete abutment,wing wall ,return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specification clause 614,709, 1204.3.7

Plain /reinforced concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806 ,807,1202 and 1204 ( As hard shoulders near by rcc drain) B. With natural gravel II) PCC M20 I) Nominal mix

Overhead Sign Board :- Earth work in excavation in foundation of 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 up to a lead of 50m, dressing of side and bottom and backfilling in trenches with excavated suitable material I. Ordinary Soil ,Up to 3m depth

Providing concrete for plain /reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 & 1203 B. Natural Gravel,IV .RCC Grade M20

Providing concrete for plain /reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 & 1203 B. Natural Gravel,V .RCC Grade M25

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT (Fe500 D) reinforcement bar (From primary producer TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/RINL ) in foundation complete as per drawings and technical specifications clause 1000 and 1202

Providing and erecting overhead signs of anti-corrosive steel ( All the steel work must be TATA/SAIL/any other approved brand.) tubular framed structure for retro reflective signage boards made of high intensity grade encapsulated lens type retro Reflective sheeting conforming to ASTMD4956 type B III specifications and having approved pattern over its entire surface bonded on to 2.00mm thick aluminium sheet with back supporting angle iron frame of 35x35x4mm angle iron duly riveted with solid MS and aluminium rivets.The entire face of the sign shall be covered and bonded with yellow/white/red /blue high intensity encapsulated lens reflective sheeting with distinctive hoed pattern on front size (no plain surface) with heat lamp vacuum applicator machine only .The yellow/white/red/blue portion of the board shall be screen printed on the high intensity shed base including fixing the board on portal /support /wall/dowel rod etc with contractors clamps /cleats/bolts/rivets including all contractors materials,labour, tools ,lead and lift etc complete and all other incidental charges necessary for successful completion of work as per specifications and as directed.

Providing retro reflective sign board of high intensity grade reflective sheeting conforming to ASTMD4956 BIII specifications having approved pattern over its entire surface bonded on to 2 mm thick aluminium sheeting, the entire face of the sign shall be covered and bounded with yellow/ white/ red/ blue high intensity grade with distinctive nod pattern on front site with heat lamp vacuum applicator machine only.

Passenger Shed (2 Nos) :- Earth works in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m , dressing of sides and bottom and back filling in trenches with excavated suitable material. I. Ordinary Soil, up to 3m depth

Filling in foundation trenches as per drawing and technical specification clause 305.3.9.I. Sand filling

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

Providing concrete for plain /reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 & 1203.A. With crushed stone I.PCC grade M10 (Nominal mix 1:3:6)

Providing concrete for plain /reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 & 1203 .A.With Crushed stone.R.C.C Grade M20

Plain /reinforced cement concrete in sub structure complete as per drawings and technical specification clause 802,804,805,806,807,1202 and 1204 A. With crushed stone .III RCC Grade M 20 i) For height upto 5 m

Supplying , fitting and placing TMT (Fe 500D) reinforcement bar (From primary producer : TATA/SAIL/Essar steel/Jindal steel/Shyam steel/RINL)in sub structure complete as per drawings and technical specification clauses 1002,1005,1010 and 1202

Brick masonry work in cement mortar in sub structure complete excepting pointing and plastering as per drawing and technical specification clause 602,603,604,1202 & 1204 II.In 1:4 Cement mortar

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

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

20mm thick cement plaster in two coat backing 15mm thick finishing coat 5mm on rough side of single or half brick walls for exterior plastering up to 1st floor level including arises, internal rounded angles not exceeding 80mm girth and finished even and 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, depression etc. where necessary, with chalk powder and 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 paint of approved brand and manufacture and of 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/ Century wells) at all levels including fitting and fixing with self drilling, 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 & nuts complete fixed in positions but without the cost of excavation and concrete for fixing which will be paid separately.

Haren Mahanta

UNICON PROJECTS PVT. LTD.

MAHESH KR CHANANI

M/s. Jaichand Lal Singhi

HIGH-TECH ECOGREEN CONTRACTORS LLP

Sri Babul Nath