MMUPPNA_RIDF_XXX_24_25_132 Improvement of road from,(i) Boikuntapur to Lungpong road from Ch.460.00 m to Ch. 3230.00 m, (ii) NH515 at Boikuntapur to Ramdhan Domkalghat road from Ch. 0.00 m to Ch. 2000.00 m (III)NH52 to Galighat at Ngabang

Amount

(i) Improvement of road from Boikuntapur to Lungpong road from Ch.460.00 m to Ch. 3230.00 m Clearing and grubbing of road land including up rooting rank vegetation grass,bush shrubs sapling and tree of girth upto 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable material to be used or auctioned upto a lead of 1000 m including removal & disposal of top organic soil not exceeding 150 mm in thickness as per technical Specification Clause 201. (i) By Manual Means- (A) In area light jungle

Cutting of trees including cutting of trunks, Branches and Removal of Stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as technical specification clause 201. A Lead upto 100m I. Girth above 300mm to 600mm

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.

Turfing with Sods: Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause.

Embankment Construction with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site,spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) From private

Construction of sub grade & earthen shoulders : Construction of Sub grade & Earthen Shoulders 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 ith a lead upto 1000 m as per Technical Specification Clause 303.1 .) i) From private land.

Granular Sub-base with coarse graded materials (Table : 400-1) : (A) By Mix in place Method : Construction of Granular Sub-base by providing coarse Graded Materials, spreading in uniform LAYER 1s with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired complete as per cl. 401 (i) For Grading I Material.

Water Bound Macadom:- Providing ,laying, spreading and compacting stone aggrigates of specific size to water bound macadom specification including spreading in uniform thickness , hand packing , rolling with vibratory roller or static roller 8-10 tonnes in stages interstices of coarse aggrigate , watering and compacting to the required density Grading 2 as per Technical specification Clause 405 .(A) Manual Means (Hand broken matel from river boulder) . (II) Gr. II

Water Bound Macadom:- Providing ,laying, spreading and compacting stone aggrigates of specific size to water bound macadom specification including spreading in uniform thickness , hand packing , rolling with vibratory roller or static roller 8-10 tonnes in stages interstices of coarse aggrigate , watering and compacting to the required density Grading 2 as per Technical specification Clause 405 .(A) Manual Means (Hand broken matel from river boulder).(III) Gr. III (Qty as per Annexure- VIII)

Prime Coat : (ii) Medium Porosity 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Tack Coat : (IV) 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 100-120TPH 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 mixand 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 provided,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.)(I) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification. (A) with 60/70 or VG-30 grade bitumen (ii) 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.)(I) With hydrated lime/cement as filler ( refer table 500- 9 of MoSRT&H specification (A)With 60/70 or VG-30 grade bitumen (ii)for Grading II(13mm nominal size)

Traffic Signs (A) Retro reflectorised Traffic Signs : Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60 cm below ground level as per approved drawing and sign. 900 mm equiteral triangle

Traffic Signs (A) Retro reflectorised Traffic Signs : Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2mm thick fixed on an angle iron of 25x25x4mmsupported on a mild steel angle iron post 75mmx75mmx6mmfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm6, 0 cm below ground level as per approved drawing and sign. (All steel work must be Tata/SAIL or nay other approved brand) iii) 60 cm circular.

Traffic Signs (A) Retro reflectorised Traffic Signs : Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2mm thick fixed on an angle iron of 25x25x4mmsupported on a mild steel angle iron post 75mmx75mmx6mmfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm6, 0 cm below ground level as per approved drawing and Technical Specification Clause801.(iii) 600 mm x 450 mm rectanglur

Traffic Signs (A) Retro reflectorised Traffic Signs : Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2mm thick fixed on an angle iron of 25x25x4mmsupported on a mild steel angle iron post 75mmx75mmx6mmfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm6, 0 cm below ground level as per approved drawing and Technical Specification Clause801.(iv) 900 mm side octabaon

Providing and Fixing 'Logo' of PMGSY Project informatory sing board with logo as per MORD specification and drawing . Three MS Plate of 1.6 mm thick top and middle plate -------- in cement concrete M-15 block of 450 mm x 450 mm x 600 mm , 600 mm below ground level . The topmost dimond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. All MS wiil be stove enameled on both sides. Lettering and printing arrows, borders etc will be painted wth redymixed synthetic enamel paint of superior quality in required shade and colour .All sections of framed posts and steel tube will be painted and two coats of epoxy paint as per specification Clause 1701 .

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5 mmthick 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 and free from streaks and holes and conforming to the MoRTH &H Specification.)

Reflective Pavement Marker : Providing reflective pavement Marker with Micro Prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MORT&H fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Road Markers/Road Stud with Lens Reflector, Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Kilometer stone : Reinforced cement concrete M-15 grade kilometer stone of standard design as per IRC-8-1980,fixing in position including painting and printing etc (ii) Ordinary Kilometer Stone

Kilometer stone : Reinforced cement concrete M-15 grade kilometer stone of standard design as per IRC-8-1980,fixing in position including painting and printing etc (iv) 200th meter stone (precast)

RCC guard post: Supplying, fitting and fixing RCC guard post size 30 cm dia, 150cm long, 75cm above the ground and 75cm below the ground, with4-12mmTorsteel main steel and6mm MS stirrups at 15 cm c/c tied in position with an nealed blackwire, cement concrete proportion 1:2:4 with broken stone aggregate upto 20mm size including centering ,moulding the top curing, painted black and white alternately in 23cm stripsup to 0.75m from the top having reflective band 2nos. of desired shade etc. as per design and direction complete. (a) '30 cm dia with 6 Nos -12mm Tor bar . (Qty as per Annexure- XI)

Construction of RCC Railing of M-25 grade in cast in situ with 20mm nominal size aggregate ,true to the line and grade, tolerance of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical posts not to exceed 2000mm leaving adequate space between posts for expansion complete as per approved drawing and technical specifications Clause 800,900 & 1208.3 Renovation of RCC Box-Cell Cuvert Railing at Ch. 930.00 m Qty = ( 2 x 13.10 ) = 26.20 Rm

Planting of Trees and their Maintenance for three 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 three year.

Utility Shifting

(ii) Improvement of road from NH515 at Boikuntapur to Ramdhan Domkalghat road from Ch.0.00 m to Ch. 2000.00 m Clearing and grubbing of road land including up rooting rank vegetation grass,bush shrubs sapling and tree of girth upto 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable material to be used or auctioned upto a lead of 1000 m including removal & disposal of top organic soil not exceeding 150 mm in thickness as per technical Specification Clause 201. (i) By Manual Means- (A) In area light jungle .

Cutting of trees including cutting of trunks, Branches and Removal of Stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as technical specification clause 201. A Lead upto 100m I. Girth above 300mm to 600mm

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.

Embankment Construction with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site,spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) From private (Staement -1)

Construction of sub grade & earthen shoulders : Construction of Sub grade & Earthen Shoulders 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 ith a lead upto 1000 m as per Technical Specification Clause 303.1 .) i) From private land.

Granular Sub-base with coarse graded materials (Table : 400-1) : (A) By Mix in place Method: Construction of Granular Sub-base by providing coarse Graded Materials, spreading in uniform LAYER 1s with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired complete as per cl. 401 (i) For Grading I Material

Water Bound Macadom:- Providing ,laying, spreading and compacting stone aggrigates of specific size to water bound macadom specification including spreading in uniform thickness , hand packing , rolling with vibratory roller or static roller 8-10 tonnes in stages interstices of coarse aggrigate , watering and compacting to the required density Grading 2 as per Technical specification Clause 405 .(A) Manual Means (Hand broken matel from river boulder) . (II) Gr. II

Water Bound Macadom:- Providing ,laying, spreading and compacting stone aggrigates of specific size to water bound macadom specification including spreading in uniform thickness , hand packing , rolling with vibratory roller or static roller 8-10 tonnes in stages interstices of coarse aggrigate , watering and compacting to the required density Grading 2 as per Technical specification Clause 405 .(A) Manual Means (Hand broken matel from river boulder).(III) Gr. III

Inter locking concrete Block pavement:- (A) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints.

Traffic Signs (A) Retro reflectorised Traffic Signs : Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60 cm below ground level as per approved drawing and sign. 900 mm equiteral triangle

Traffic Signs (A) Retro reflectorised Traffic Signs : Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2mm thick fixed on an angle iron of 25x25x4mmsupported on a mild steel angle iron post 75mmx75mmx6mmfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm6, 0 cm below ground level as per approved drawing and sign. (All steel work must be Tata/SAIL or nay other approved brand) iii) 60 cm circular.

Traffic Signs (A) Retro reflectorised Traffic Signs : Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2mm thick fixed on an angle iron of 25x25x4mmsupported on a mild steel angle iron post 75mmx75mmx6mmfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm6, 0 cm below ground level as per approved drawing and Technical Specification Clause801. (iii) 600 mm x 450 mm rectanglur

Traffic Signs (A) Retro reflectorised Traffic Signs : Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2mm thick fixed on an angle iron of 25x25x4mmsupported on a mild steel angle iron post 75mmx75mmx6mmfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm6, 0 cm below ground level as per approved drawing and Technical Specification Clause801.(iv) 900 mm side octabaon

Providing and Fixing 'Logo' of PMGSY Project informatory sing board with logo as per MORD specification and drawing . Three MS Plate of 1.6 mm thick top and middle plate -------- in cement concrete M-15 block of 450 mm x 450 mm x 600 mm , 600 mm below ground level . The topmost dimond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. All MS wiil be stove enameled on both sides. Lettering and printing arrows, borders etc will be painted wth redymixed synthetic enamel paint of superior quality in required shade and colour .All sections of framed posts and steel tube will be painted and two coats of epoxy paint as per specification Clause 1701 .

Kilometer stone : Reinforced cement concrete M-15 grade kilometer stone of standard design as per IRC-8-1980,fixing in position including painting and printing etc (ii) Ordinary Kilometer Stone

Kilometer stone : Reinforced cement concrete M-15 grade kilometer stone of standard design as per IRC-8-1980,fixing in position including painting and printing etc (iv) 200th meter stone (precast)

Construction of Boxcell Culvert Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir opes,struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.

Dismentling of existing structure like culverts, bridges, (C) Reinforced Cement concrete.

Earth work in excavation for structures as per drawing and Technical specification clause 305.1 including setting out…………with excavated material. 1. Ordinary soil (i) upto 3m depth.

Plain Cement Concrete for plain/reinforced concrete in open foundations completes as per drawing and technical specifications clause 802,803,1202 & 1203. B.With natural gravel I. RCC Grade M25.

Plain Cement Concrete for plain/reinforced concrete in open foundations completes as per drawing and technical specifications clause 802,803,1202 & 1203. B.With natural gravel I. RCC Grade M25. Bottom Slab

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (B) With Natural Gravel II.R.C.C. grade M 25 (a) Height upto 5M

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. (B) With natural gravel (III) RCC grade M20 (i) For height upto 5 m.

Providing weepholes in brick masonry/stone masonry, plain/reinforced.concrete abutment, wing wall, return wall with 100 mm 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 Clauses 614, 709, 1204.3.7.

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1,no fragment weighing less than 25 kg laid dry complete as per drawing and technical specification clause 1301.

Planting of Trees and their Maintenance for three 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 three year.

Utility Shifting

(iii) Improvement of road from NH52 to Galighat at Ngabang (Gali Ngabang to Galighat) road from Ch.0.00 m to Ch. 2000.00 m u Clearing and grubbing of road land including up rooting rank vegetation grass,bush shrubs sapling and tree of girth upto 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable material to be used or auctioned upto a lead of 1000 m including removal & disposal of top organic soil not exceeding 150 mm in thickness as per technical Specification Clause 201. (i) By Manual Means- (A) In area light jungle

Cutting of trees including cutting of trunks, Branches and Removal of Stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as technical specification clause 201. A Lead upto 100m I. Girth above 300mm to 600mm

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.

Turfing with Sods: Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause.

Embankment Construction with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site,spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) From private

Construction of sub grade & earthen shoulders : Construction of Sub grade & Earthen Shoulders 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 ith a lead upto 1000 m as per Technical Specification Clause 303.1 .) i) From private land.

Granular Sub-base with coarse graded materials (Table : 400-1) : (A) By Mix in place Method: Construction of Granular Sub-base by providing coarse Graded Materials, spreading in uniform LAYER 1s with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired complete as per cl. 401 (i) For Grading I Material

Water Bound Macadom:- Providing ,laying, spreading and compacting stone aggrigates of specific size to water bound macadom specification including spreading in uniform thickness , hand packing , rolling with vibratory roller or static roller 8-10 tonnes in stages interstices of coarse aggrigate , watering and compacting to the required density Grading 2 as per Technical specification Clause 405 .(A) Manual Means (Hand broken matel from river boulder) . (II) Gr. II

Water Bound Macadom:- Providing ,laying, spreading and compacting stone aggrigates of specific size to water bound macadom specification including spreading in uniform thickness , hand packing , rolling with vibratory roller or static roller 8-10 tonnes in stages interstices of coarse aggrigate , watering and compacting to the required density Grading 2 as per Technical specification Clause 405 .(A) Manual Means (Hand broken matel from river boulder).(III) Gr. III

Inter locking concrete Block pavement:- (A) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints.

(b) Coloured Inter Locking Concrete Block Pavement .

Traffic Signs (A) Retro reflectorised Traffic Signs : Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60 cm below ground level as per approved drawing and sign. 900 mm equiteral triangle

Traffic Signs (A) Retro reflectorised Traffic Signs : Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2mm thick fixed on an angle iron of 25x25x4mmsupported on a mild steel angle iron post 75mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm6, 0 cm below ground level as per approved drawing and sign. (All steel work must be Tata/SAIL or nay other approved brand) iii) 60 cm circular.

Traffic Signs (A) Retro reflectorised Traffic Signs : Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2mm thick fixed on an angle iron of 25x25x4mmsupported on a mild steel angle iron post 75mmx75mmx6mmfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm6, 0 cm below ground level as per approved drawing and Technical Specification Clause801. (iii) 600 mm x 450 mm rectanglur

Traffic Signs (A) Retro reflectorised Traffic Signs : Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2mm thick fixed on an angle iron of 25x25x4mmsupported on a mild steel angle iron post 75mmx75mmx6mmfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm6, 0 cm below ground level as per approved drawing and Technical Specification Clause801. (iv) 900 mm side octabaon

Providing and Fixing 'Logo' of PMGSY Project informatory sing board with logo as per MORD specification and drawing . Three MS Plate of 1.6 mm thick top and middle plate -------- in cement concrete M-15 block of 450 mm x 450 mm x 600 mm , 600 mm below ground level . The topmost dimond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. All MS wiil be stove enameled on both sides. Lettering and printing arrows, borders etc will be painted wth redymixed synthetic enamel paint of superior quality in required shade and colour .All sections of framed posts and steel tube will be painted and two coats of epoxy paint as per specification Clause 1701 .

Road Markers/Road Stud with Lens Reflector, Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Kilometer stone : Reinforced cement concrete M-15 grade kilometer stone of standard design as per IRC-8-1980,fixing in position including painting and printing etc (ii) Ordinary Kilometer Stone

Kilometer stone : Reinforced cement concrete M-15 grade kilometer stone of standard design as per IRC-8-1980,fixing in position including painting and printing etc (iv) 200th meter stone (precast)

RCC guard post: Supplying, fitting and fixing RCC guard post size 30 cm dia, 150cm long, 75cm above the ground and 75cm below the ground, with4-12mmTorsteel main steel and6mm MS stirrups at 15 cm c/c tied in position with an nealed blackwire, cement concrete proportion 1:2:4 with broken stone aggregate upto 20mm size including centering ,moulding the top curing, painted black and white alternately in 23cm stripsup to 0.75m from the top having reflective band 2nos. of desired shade etc. as per design and direction complete. (a) '30 cm dia with 6 Nos -12mm Tor bar .

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Construction of Boxcell Culvert Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir opes,struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.

Dismentling of existing structure like culverts, bridges, (C) Reinforced Cement concrete.

Earth work in excavation for structures as per drawing and Technical specification clause 305.1 including setting out…………with excavated material. 1. Ordinary soil (i) upto 3m depth.

Plain Cement Concrete for plain/reinforced concrete in open foundations completes as per drawing and technical specifications clause 802,803,1202 & 1203. B.With natural gravel I. RCC Grade M25.

Plain Cement Concrete for plain/reinforced concrete in open foundations completes as per drawing and technical specifications clause 802,803,1202 & 1203. B.With natural gravel I. RCC Grade M25. Bottom Slab

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (B) With Natural Gravel II.R.C.C. grade M 25 (a) Height upto 5M

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. (B) With natural gravel (III) RCC grade M20 (i) For height upto 5 m.

Providing weepholes in brick masonry/stone masonry, plain/reinforced.concrete abutment, wing wall, return wall with 100 mm 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 Clauses 614, 709, 1204.3.7.

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1,no fragment weighing less than 25 kg laid dry complete as per drawing and technical specification clause 1301.

Planting of Trees and their Maintenance for three 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 three year.

Utility Shifting

Debajit Borsaikia (BID ID -241428)