Balance work under PMGSY for the work Construction of Road from Khajua to Kaliyani via Bhangidiapathar and Bhadiachuk Gaon including CD works and routine maintenance of the work for 5 years in Dhemaji District under PMGSY 2018-19

Amount

Item No.6:- Dismenting of existing structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaf folding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202.Reinforced Cement Concrete By manual means (B) Cement Concrete

Item No.7:- Dismenting of existing structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaf folding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202.Reinforced Cement Concrete By manual means (C) Reinforced Cement Concrete

Item No.8:- Dismantling of Brick/ tile Work: Dismenting of existing structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaf folding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202.Reinforced Cement Concrete (B) Cement Morter

Item No.10: -Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 By Mechanical Means (a) Private land

Item No. 11: -Construction of sub-grade and earthen shoulders :- Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause. (a) Privet land

Item No. 12:-Excavation in cutting in Soil by manual means with lead upto 50m:- Excavation for rodway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical specification clause 302.3 (Manual should be use where machines can not be deployed due to site condition)

Item No. 13:-Striping,Storing and Relaying Top soil from Right of way(R.O.W.):- Striping, Storing and preservation of top soil by keeping it damp in stock piles and keep wet till it is used by road side at 15 M interval and reapplication on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth

Item No. 14:-Striping,Storing and Relaying Top soil from Borrow areas in Agricultural fields: Striping od top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and relaying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels to the satisfaction of the farmer/ land owner as per Technical Specification Clause 302.3.2

Item No.15: -Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor graded 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.(1) For Grading II Material

Item No.16:-Water Bound Mecadam Sub-Base/ Base Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including specification 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 (for Gr-II)/ density grading 3 (for Gr-III) as per Technical Specification Clause 405. Using Stone Screening:2) Grading-II (A) By manual Means

Item No.17: -Water Bound Mecadam Sub-Base/ Base Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including specification 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 (for Gr-II)/ density grading 3 (for Gr-III) as per Technical Specification Clause 405.2) Grading-III (A) By manual Means

Item No.18: -Prime-Coat:(I) Low porosity Providing and applying primmer coat with bitumin emultion (CSS-1) on prepared surface of granular base/ WBM/ WMM including cleaning of road surface and spraying primer at the rate of 0.70-11.0 kg/sqm using mechanical means as per technical Clause 502

Item No.19: -Track-coat(III) Providing and applying tack coat with bitumin emultion (CRS-1) using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepred granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503.

Item No.20: -20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder: Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate either using penetration grade bitumen or emultion to required line, grade and level to furfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 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.Case-I By manual Means(i) Bitumen (S-90)

Item No.21: -Seal-CoatProviding 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 an Type C as per Technical Specification Clause By mechanical MeansCase-I Type A (11.2mm to 2.36mm)(i) Bitumen (S-90)

Item No.22: -Trafic-Signs A. Retro reflectorised Trafic Signs (1) Providing and fixing of retro-reflectorise cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600m, 600mm below ground level as oper drawing and Technical Specification clause 1701.2.2(i) 60 cm quilateral triangle

Item No.23: -Trafic-Signs A. Retro reflectorised Trafic Signs (1) Providing and fixing of retro-reflectorise cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600m, 600mm below ground level as oper drawing and Technical Specification clause 1701.2.2(iii) 60 cm circular

Item No.24: -Trafic-Signs A. Retro reflectorised Trafic Signs (1) Providing and fixing of retro-reflectorise cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600m, 600mm below ground level as oper drawing and Technical Specification clause 1701.2.2(iv) 80cmx60 cm rectangular

Item No.25: -Kilometer Stone Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position incluing painting and printing etc. As per drawing and technical specification clause 1703.(i) 5th Kilometer Stone (Precast)

Item No.26: -Kilometer Stone Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position incluing painting and printing etc. As per drawing and technical specification clause 1703.(ii) Ordinary kilometer Stone (precast)

Item No.27: -Kilometer Stone Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position incluing painting and printing etc. As per drawing and technical specification clause 1703.(iii) 200m Stone (precast)

Item No.28:- Boundary Pillar Reinforced cement concrete M15 Grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Item no.31:-Earthwork in excavation for structures as per drawing and Technical Specification Clause 305.1, including setting and construction of shoring and bracing, including removal of s;umps and other deleterious matter and disposal upto a lead of 50m, dressing of sides and bottom and back filling n trenches with excavated suitable materialsi) Depth upto 3.00m (without dewatering)

Item No 32:- Bedding of pipes :- Laying (Frist class) bedding on well compacted sand,moorum as per clause 1105(ii) Granular material

Item No 33:- Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling below open foundation of Head Walls as per drawing and Technical specification clause 1109. a . With crushed stone(I) Nominal mix PCC M10 (Hand mix)

Item No.34:-Brick masonry work in cement mortar in foundation concrete excluding pointing and plastering as per drawing and technical specification clause no 600,1202 and 1203 (I) Brick masonry in 1:3 cement mortar

Item No 35:-Providing and layimg RCC pipe NH3 as per design in Single Row: Providing and laying RCC pipe NH3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work,backfilling ,concrete works in head wall and parapets clause 1106.

Item No 36:- Filling in foundation trench as per Drawing & Technical Specification Clause 305.3.9 i. Sand filling

Item No 37:- Providing concrete for Plain/Reinforced concrete, in open foundation complete as per drawing and technical specification Clause 802, 803, 1202 and 1203 A. with crushed stone iii. RCC M-20 nominal mix (1:2:4)) including steel shuttering formwork

Item No 38:- Providing concrete for Plain/Reinforced concrete, in sub-structure complete as per drawing and technical specification Clause 802, 804, 805, 806, 1202, 1204 A. with crushed stone iv. RCC grade M-20 including steel shuttering formwork.(N)

Item No 39:- Providing concrete for Plain/Reinforced concrete, in sub-structure complete as per drawing and technical specification Clause 802, 804, 805, 806, 1202, 1204 A. with crushed stone iii. RCC grade M-20 including steel shuttering formwork a) Height upto 5 m,Case-I

Item No 41:- Providing Pressure relief pipes 100 mm dia. In bottom slab of box cell on a filter media base of 500x 500 mm as per drawing and technical specfication clause 1205.5.7

Item No 42:- Providing and Laying Curtain wall complete as per drawing and Technical specification clause 1304 iii) Cement Concrete Grade M-10

Item No 43:- Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall.

Item No 44:- Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Clause 1204.3.8 II. Sandy material

Item No.45 :-Providing Weep hole in brick masonary/stone masonary,plain/ reinforced concrete abutment wing wall return wall with 100mm dia pipes extending through the full width of the structures with slope of 1 in 20 towards drawing face complete as per drawing an technical specification Clause 614, 709 ,1204.3.7

Item No 46:- Dismentling of existing structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. BY manual means

Item No 47:- Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter and disposal upto a lead of 50m , dressing of sides and bottom and backfilling trenches with excavated suitable materials (I) In ordinary Soil B. Mechanical means. i) Depth up to 3.00 m (without Dewatering)

Item No 49:-Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications of MORTH section no 1100 a) Initial load test

Item No.50:-Cement cocrete for reinforcement concrete in pile cap complete as per drawing and technical specifications of MORTH section no 1100,1500,&1700 A. RCC grade M-20 Case I :-Using concrete mixer

Item 52:- Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specifications Clauses 1600 with TATA make TMT rebar

Item No .53:-Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications clauses 1500, 1700 & 2200C) RCC Grade M 25 I) Height up to 5.0 m Case-I: Using Concrete Mixer

Item No.54:-Supplying, fitting and placing TMT bar reinforcement(Fe415) in sub-structure complete as per drawing and Technical Specificationns Clauses 1002, 1005, 1010 and 1202

Item No.55:-Supplying, fitting and placing Mild Steel reinforcement in substructure complete as per drawing and Technical Specification Clauses 1002, 1005, 1010 and 1202

Item No.56:-Supplying, fitting and fixing in position true to line and level elastomer bearing conforming to IRC : (83 pt.II) section ix and MORTH specifications complete including all accessories as per drawing and technical specification clause 2000, 2200

Item No.57:-Providing and laying reinforced cement concrete in superstructure as per draawing and technical specification clause 800, 1205, and 1205.5 A) With Crushed Stone II. RCC grade M - 25 Case I : Using concrete mixer For T beam and slab1) Height up to 5.0 m

Item No. 58:-Supplying, fitting and placing TMT bar reinforcement in Superstructure complete as per drawing and technical specification clauses 1002, 1010, and 1202

Item No.59:-Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specification Clauses 800 and 1206.3.

Item No.60:-Construction of RCC railing of M25 grade cast in situ, with 20mm nomnal size aggregates true to line and grade tolerrance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm as per drawing and technical specification clauses 800, 900 and 1208.3

Item No.61:-Drainage spout completed as per drawing and technical specification clause 1209

Item No.64:-Booulder apron lain in wire crates Providing and laying of boulder apron lain 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 weighing not less than 40 kg each per Clause no. 2503 MORTH specification of Roads and Bridge Works

Item No.65:-Providing and laying pitching on slopes laid over prepared filter media including apron laid dry in front of toe of embankment, complete as per drawing and technical specifications of clause 2504 of MORTH specification of Roads and Bridge Works A) Stone/ Boulder

Item No.66:-Providing and laying filter materials underneath pitching in slopes complete as per drawing and Technical Specifications as per Clause No. 2504 of MORTH Specification of Roads and bridge Works

Item No .69 :- Providing and laying of cutting edge of mild steel weight 40kg per meter for well foundation complete as per drawing and as per clause 1200 & 1900 of MORTH specification.

Item No.74 :-Plain /Reinforced cement concrete in well foundation complete as per drawing and clauses 1200,1500,1700 of MORTH specification E) Top Plug II) PCC grade M 15 Case -I Using concrete mixer

Item No.75 :-Plain /Reinforced cement concrete in well foundation complete as per drawing and clauses 1200,1500,1700 of MORTH specification C) Well cap II) PCC grade M 25 Case -I Using concrete mixer

Item No 84:- Reinforced Cement Concrete approach slab M25 including reinforcement and formwork complate as per drawing and Technical Specifications clause 800, 1211 A) With crushed stone i) Nominal mix 1:2.5:5

item No 85:- Providing and laying of an strip seal expansion joint catering to maximum horizontal movement of 7mm, complete as per approved drawing and standard specification to be installed by manufacture/ supplier or treir authorised representative ensuring comliance to the manufacture indtructions for installation and as per technical specification clause 1207

Item No 86:-Making sub way 3 m width including providing Banner and sign board and land etc. during construction of Bridge

Indeswar Saikia