SOPD_SIG_20_21_27 Construction of road from Siristal to Amaranagar along with RCC Culvert, side drain a major bridge over river Doloo (Borkhola LAC Udharbond LAC Part) under Signature Project of SOPD-G (State Priority Scheme) for the year 2020-21

Amount

Construction of Embankment with Material Obtained from Borrow Pits.Construction of embankment with approved materials 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. 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 upto 1000 m as per Technical Specification Clause 303 (i) Private Land

Construction of Granular Sub-Base by providing well graded material spreading in uniforms layers by tractor with grading attachment 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.

WBM Grading -II.Providing laying spreading and compacting stone aggregate 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 applyying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the reqoured density Grading 2 as per Technical Specification Clause 405.(A) By Manual Means.(ii) Hand broken metal from River Boulder.(B) Grading No.II

WBM Grading -III.Providing laying spreading and compacting stone aggregate 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 applyying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the reqoured density Grading 2 as per Technical Specification Clause 405.(A) By Manual Means.(ii) Hand broken metal from River Boulder.(B) Grading No.III

Primer 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

Tack Coat:-Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

Open-Graded Premix Carpet :-Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

Seal Coat:- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

R.C.C.Bridge of 120.00 m Foundation 'Providing and constructing temporary Island 16 m diameter for construction of well foundation for 8 m dia well.

Excavation for Structures (Earth work in excavation of foundation of structures 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. '(II) With dewatering upto 3 m depth

Providing and laying of cutting edge of mild steel weighing 40 K.G. per meter for Well foundation complete as perv drawing and as per technical specifications .

Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork. A. Well Curb ii) RCC M - 25 grade Case - I : Using concrete mixer.

Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork. B. Well steining V) RCC M- 25 grade Case I : Using concrete mixer.

Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork. C. Bottom Plug Concrete to be placed using tremie pipe. ii) PCC grade M-25 Case - I : Using concrete mixer.

Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork. E. Top plug iii) PCC grade M-25 Case - I : using concrete mixer.

Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork. F. Well Cap ii) RCC M - 25 grade Case - I : using concrete mixer.

Sinking of 6 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing technical specifications. Depth of sinking is rekonewed from bed. Depth of soft rock strata upto 3m

Sinking of 6 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing technical specifications. Depth of sinking is rekonewed from bed. Beyond 3.0 m upto 10.0 m depth

Sinking of 6 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing technical specifications. Depth of sinking is rekonewed from bed. Beyond 10.0 m upto 20.0 m depth

Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing technical specifications. Depth of sinking is rekonewed from bed. Depth of soft rock strata upto 3m

Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing technical specifications. Depth of sinking is rekonewed from bed. Beyond 3.0 m upto 10.0 m depth

Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing technical specifications. Depth of sinking is rekonewed from bed. Beyond 10.0 m upto 20.0 m depth

Reinforcement in Foundation: Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe500 in foundation complete as per drawing and technical specifications TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Sub-Structure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications and steel shuttering formwork. F. RCC Grade M 25 (a) Height up to 5.0 m Case – I : Using Concrete Mixer

Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe-500 from primary producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc. in Sub-Structure complete as per drawing and technical specifications TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.

Super-Structure Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Drainage Spouts complete as per drawing and Technical specification

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 manufacturer/supplier or their authorised representative ensuring

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification D.PSC Girder (b)Height 5m to 10m

Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe-500 from primary producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc. in Super Structure complete as per drawing and technical specifications TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.

Supplying fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC - 83 pt I section ix and cl 2003 of MORTH specification

High tensile steel wire /strands including all accessories for stressing as per technical specification

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)

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

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

R.C.C.Bridge of 16.50 m 'Excavation for Structures (Earth work in excavation of foundation of structures 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. In Ordinary Soil : Mechanical Means. i. Depth upto 3.00m (without dewatering)

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000m.(Pile diameter-1000mm)

Pile load test on single vertical pile in accordance with IS:2911(Part-IV)a) Initial and routine load test.

Providing and laying of PCC M15 levelling course below the pile cap as per drawing and technical specification of MORTH Section

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification A RCC Grade M -25 (i) Using concrete mixer

Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification.

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork as per MoRTH specification. A RCC Grade M 25 : Height up to 5.0m : case I using concrete mixture.

Supplying, fitting and placing un-coated TMT bar reinforcement in sub structure complete as per drawing and technical specification .

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications as per MORTH section 1000,2000,2200

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.(A) RCC Grade Grade M25 CASE-(I) Using Concrete Mixture (i) For T- Beam and Slab (a) Height up to 5m

Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

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

Drainage spouts complete as per approved drawings and technical specifications.

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 manufacturer/supplier or their authorised representative ensuring

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)

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 Stone Boulder.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Single Pipe 1000 mm Dia Hume Pipe Culvert Excavation for structures. Earth work in excavation for structureas as per drawing and technical specification Cl;305.1 , including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead

Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203 B. with Natural Gravel (i) PCC Grade M-10 (I)Nominal mix 1:3:6.

Brick masonary work in cement mortar 1:3 in foundation complete excluding pointing and plastaring as per drawing and technical specification Cl.600, 1202 &1203 II Brick Masonry 1:4cement morter

Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 1000mm Dia

Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification.

R.C.C.Drain Earthwork in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring & bracing, removal of stumps and other deleterious matter and disposal up to a lead of 50m, dressing of sides & bottom and backfilling in trenches with excavated materials. 1. Ordinary soil (i) Up to 3.00m depth .

Providing concrete for plain/RCC in open foundation complete as per drawing & technical specification clause 802,803,1202 & 1203 .(A) With crushed stone (I) PCC grade M10

Supplying, fitting & placing uncoated TMT bar reinforcement in foundation complete as per drawing & technical specification clause 1000&1202

Supplying, fitting & placing uncoated TMT bar reinforcement in substructure complete as per drawing & technical specification clause 1000&1202 .

Plain/RCC in substructure complete as per drawing & technical specification clause 802,804,805,1202 & 1204 A. With crushed stone.(III) RCC grade M20 for height upto 5m.

Providing weep holes in brick masonry, plain/RCC abutment with 100mm dia AC pipes extending through full width of the structure with slope 1:20 as per drawing & technical specification.