BTC/NLCPR-146/2017-18/1

Amount

ROAD WORKS: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. (i) By Manual Means (A) In area of light jungle. In Udalguri Sapekhati Bhakatpara Road

Dismantiling of structures (Dismantiling of existing structurs like culverts, bridges, reaining walls and other structure comprising of masonry, cement, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantiled material, disposal of unserviciable material and stacking the serviciable material with all lifts and leads of 1000 metres) Removing of all types of Humme pipe and stacking within a lead of 1000m including earthwork and dismantiling of masonary works (C ) Above 900mm dia For Culvert No:- 5/1, 8/1, 11/2 & 9/1 (Double Row)

Dismantiling of structures (Dismantiling of existing structurs like culverts, bridges, reaining walls and other structure comprising of masonry, cement, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantiled material, disposal of unserviciable material and stacking the serviciable material with all lifts and leads of 1000 metres Mechanical Means-Cement Concrete Grade-M15& M20 For Culvert No:- 5/1, 8/1, 11/2 & 9/1 (Double Row)

Dismantiling of structures (Dismantiling of existing structurs like culverts, bridges, reaining walls and other structure comprising of masonry, cement, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantiled material, disposal of unserviciable material and stacking the serviciable material with all lifts and leads of 1000 metres Mechanical Means-RCC M-20 and above For Culvert No:- 1/1,2/2,2/3,2/4,5/4,13/2,13/3 & 13/5

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, greading to required slope and compacting to meet requirement of table 300-2(including compensation of earth)(including cost of testing of materials at site and laboratory as directed by the deptt.) (a) Private Land In Udalguri Sapekhati Bhakatpara Road

Extra lead Beyond initial lead of 3 Km (for earth work in core of embankment) [Borro Area Located at 5th Km & 18th Km, of proposed Udalguri Sapekhati Bhakatpara Road]

Construction of sub-grade and 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) (including compensation of earth.)(a) (including cost of testing of materials at site and laboratory as directed by the deptt. (a) Private land. In Udalguri Sapekhati Bhakatpara Road

Extra lead Beyond initial lead of 3 Km (for earth work in subgrade & shoulders) [Borro Area Located at 5th Km & 18th Km, of proposed Udalguri Sapekhati Bhakatpara Road]

Construction of granular sub-base by providing coarse graded materials , 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 achive the desired density, complete as per cl. 401(with an initial lead of 5K.m) (i) For grading Material In Udalguri Sapekhati Bhakatpara Road

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing rolling vibratory roller 8-10 tones in stages to proper grade and camber, applyingand brooming screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (With an initial lead of 5Km) A) By Manual Means (ii) Grading-II (using Screening Type-B) In Udalguri Sapekhati Bhakatpara Road

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing rolling vibratory roller 8-10 tones in stages to proper grade and camber, applyingand brooming screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (With an initial lead of 5Km) A) By Manual Means (iii) Grading-III (using Screening Type-B) In Udalguri Sapekhati Bhakatpara Road

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 1.0 k.g/sqm using mechanical means.)(including cost of testing of materials at site and laboratory as directed by the deptt.)-"With bitumen emulsion -CSS-1h In Udalguri Sapekhati Bhakatpara Road

Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom. (lncluding cost of testing of materials at site and laboratory as directed by the dept.-"With bitumen emulsion -CSS-1h In Udalguri Sapekhati Bhakatpara Road

Providing and laying bituminous macadam with 100-200 TPH hot mix paint producing and average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a primed surface(including carriage up to initial lead of 5.0 km from quarry and 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. Without Antistripping Agent-With 60/70 Grade or VG-30 Grade Paved Bitumen-Grading -I (19mm Nominal Size) In Udalguri Sapekhati Bhakatpara Road

Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the reqd. grade, level, and aligment, rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per MoRT&H cl. no. 508. complete in all respect.(including carriage up to initial lead of 5.0 km from quarry and 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.) (B/a/ii) with rockdust as filler (refer to table 500-9 of MORT & H specification)- For Grading II (10mm Nominal size) with bitumen 60/70 In Udalguri Sapekhati Bhakatpara Road

Retro- reflectorised Trafic Signs providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 57 made of high intensig encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fued on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mrn firmty fixed to the ground by means of properly clesign foundation with M-15 grade Cement concreie 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tatalsail/or any other approved brand) (i) 90 cm equilateral triangle

Retro- reflectorised Trafic Signs providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 57 made of high intensig encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fued on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mrn firmty fixed to the ground by means of properly clesign foundation with M-15 grade Cement concreie 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tatalsail/or any other approved brand) (ii) 60 cm Circular

Retro- reflectorised Trafic Signs providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 57 made of high intensig encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fued on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mrn firmty fixed to the ground by means of properly clesign foundation with M-15 grade Cement concreie 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tatalsail/or any other approved brand) (iv) 80cm X 60cm Rectangular

Retro- reflectorised Trafic Signs providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 57 made of high intensig encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fued on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mrn firmty fixed to the ground by means of properly clesign foundation with M-15 grade Cement concreie 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tatalsail/or any other approved brand) (v) 60cm X 60cm Square

Reinforced cement concrete M15 grade kilometre stone of graded design as per IRC:8-1980, fixing in position including painting and printing etc, as per IRC-26-1967 (i) 5th Kilometre Stone

Reinforced cement concrete M15 grade kilometre stone of graded design as per IRC:8-1980, fixing in position including painting and printing etc, as per IRC-26-1967 (ii) Ordinary Kilometre Stone(Precast)

Reinforced cement concrete M15 grade kilometre stone of graded design as per IRC:8-1980, fixing in position including painting and printing etc, as per IRC-26-1967 (iv) 200m Stone (precast)

Supplying, fitting and fixing RCC guard post 150cm long, 75cm above the ground and 75cm below the ground, with 4-12 mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering, moulding the top. curing, painted black and white alternately in 23cm strips up to 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete,- 15cm dia with 4-12 mm Tor bar Guard Post at Sharp Curves

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm 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. Edge line Marking on Either Side of Udalguri Sapekhati Bhakatpara Road

Hume Pipe Culverts (Total=27 Nos.): Excavation for Structures (Earth work in excavation of foundation for structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, (I) Ordinary Soil, Without dewatering, Depth up to 3.00m

PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days

Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material/cc M-15 in single row including fixing collar with cement mortar 1:2, and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet, cost of pipe and cost of CC bedding. (II) With 1st class bedding of CC M-15

Labour for laying Double Row HPC Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material/cc M-15 in double row including fixing collar with cement mortar 1:2, and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet, cost of pipe and cost of CC bedding. (II) With 1st class bedding of CC M-15 Estimate for one Culvert (Double Row)

PCC M-20 Substructure Plain/Reinforced cement ,concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork, Without plasticiser, PCC Grade M20 (Height up to 5.00m) Estimate for one Culvert (Double row) Head Wall

Supplying of NP4 HP 1000mm dia Single Row

Supplying of NP4 HP 1000mm dia Double Row

RCC Box Cell Culverts= 9 Nos Excavation for Structures (Earth work in excavation of foundation for structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, (I) Ordinary Soil, Without dewatering, Depth up to 3.00m Estimate for one Culvert Head Wall For pipe

PCC Grade M15 in open foundation Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.-Without Platicizer-PCC Grade M15

RCC M-20 Substructure Plain/Reinforced cement concrete, in Sub structure complete as per drawing and technical specification and steel shuttering formwork.- Using Concrete Nixture-Without Plasticizer-upto 5m Height-RCC Grade M20

TMT bar reinforcement in substructure Supplying, fitting and placing TMT bar reinforcement in sub-structure including splicing complete as per drawing and technical specification With TATA make TMT CRS (Fe 500 grade) rebar.

Drainage Spouts Drainage Spouts complete as per drawing and Technical Spacification

20mm thick compressible fibre board Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

joint sealing compound Providing and filling joint sealing compound as per drawing and technical specifications with coarse sand and 6% bitumen by weight.

P.C.C. grade M20 in open foundation Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 & 1203 P.C.C. grade M20

Weep holes Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slop of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.

Wearing coat M 30 grade Providing and laying cement concrete in wearing coat M30 grade including reinforcement complete as per drawing and technical specification clause 800, and 1206.3 (A) With Crused Stone.

RCC railing of M30 Grade Construction of RCC railing of M30 Grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence to vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequat space between vertical posts for expansion, complete as per drawing and technical specifications.

M25 grade approach slab Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clause. (a) With TATA make TMT CRS (Fe-500) grade rebar

Boulder apron Providing and laying boulder apron on river bed for protection against scour with stone boulder weighing not less than 40kg each as per Technical Specification. Boulder laid dry without wire crates.

Manoj Kumar Machahary