Karim/AD19-20/02 Improvement of Lalabu Khasia Punjee Church Approach Road at LalBabu Khasiapunjee, Bidyanagar From anipur Bidyanagar Road

Amount

Excavation in Soil using Hydraulic Excavator and tipper with disposal upto 1000 m. Excavation in roadwork in soil with hydraulic excavator 0f 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps 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 per Technical Specification Clause 201. Lead upto 100 m

Construction of Sub grade and earthen shoulders with approved materials obtained from borrow pits, with initial lead up to 3.00 Km. transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 – 2 with lead upto 1000 m as per technical specification clause 301.5 i ) Private land

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

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheels steel/vibratory roller 8-10 tonnes in stages to proper grade & Camber,applying & broming stone screening /binding materials & compacting to the reqd. density grading as per technical specification clause 405 A. By Manual Means

Direction and Place Identification signs with size more than 0.9 sqm size board (iii) Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on RCC Posts 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

10.2 Traffic Sign A 1. 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 alluminium 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 M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and technical specification Clause 801 ii) 600 mm equilateral triangle

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site

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 309.

Providing and fixing of Typical information sign Board with as per MORD specification 1701 and annexure 1700.1 and drawing

Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage)

Extra for providing and laying interlocking coloured block pavement as per technical specification clause 1504 (20% of normal ICBP)

Construction of 1000mm dia NP3 Hume Pipe Culvert as per Drawing and Technical Specification (4 Nos) ` Excavation for structures. Earthwork in excavation for structures 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 of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable materials

ProvidingConcrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202&1203 B. with natural Gravel (i) PCC Grade M10 (I) nominal mix 1:3:6

ProvidingConcrete for plain/RCC in open foundation etc complete as per drawing and Technical specification Clause 802,804,805,1202&1204 PCC M15

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807 and 1204 II. PCC grade M15

Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1st class bedding of granular materials including fixing of collars with cement mortar 1:2 as per CL No 1106

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

Single Cell Box culvert 2mx2m ( Overall width=7.50m, Road Way Width=6.60m) 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 50m, dressing of side Ordinary soil upto 3m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technica lspecifications Clause 802,803.1202&1203 Nominal mix 1:3:6 ( Hand Mixing)

Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802,803.1202&1203 PCC Grade M 20 Nominal mix (1:2:4)

Providing concrete for plain/reinforced concrete in substructurde complete as per drawings and technical specifications Clause 802,804.805,806,1202&1204 PCC Grade M 20 Nominal mix (1:2:4)

Providing weepholes in brick masonary, 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

Providing and laying reinforced cement concrete in superstructurde complete as per drawings and technical specifications Clauses 800,1205.4nd 1205.5 RCC Grade M 20 For design mix RCC M 20

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc., complete as per drawing and technical specification Clauses 615,710 and 1204.3.11

Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 & 1202

Supplying, fitting and placing TMT bar reinforcement (Fe415) in substructure complete as per drawings and technical specifications Clauses 1002, 1005,1010 & 1202

Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawings and technical specifications Clauses 1002,1010 and 1202

Providing and laying filter media with granular crushed aggregates as per specificationto athickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over 5the entire surface behind abutment wing

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803.&1203 RCC Grade M 20

Construction of toe walls for protection of slopes as per drawing and technical specifications Clause1302.5 Random rubble masonary in case of stone pitching laid with cement mortar (1:5)

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling

Routine Maintenance of Work for 1st Year

Routine Maintenance of Work for 2nd Year

Routine Maintenance of Work for 3rd Year

ABDUL MUNIM