Rural Development And Panchayat Raj Department Tender

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Construction of Embankment with Material Obtained from Roadway Cutting ( Available earth) Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300.1 and 300.2 as per Technical Specification Clauses 301.5 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

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 lead upto 1000 m as per Technical Specification Clause 303.1. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

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 density complete as per clause 401.4 as per Technical Specification Clause 408, using naturally occuring gravel with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Providing, laying, spreading and compacting stone aggregates 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, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. WBM GRADE-2 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Providing, laying, spreading and compacting stone aggregates 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, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. WBM GRADE-3 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular sub 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. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work.Low porosity ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per T with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Seal Coat : -Providing and laying seal coat sealing the voids in a bituminous surface laid to the specificed levels, Grade and cross falling using Type A, Type B and Type C As per Technical Specification Clause 510 By Mechanical Means. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work.Type B Bitumen S-65 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Kilometre Stone(Precast) Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing the Technical Specification Clause 1703 5th Kilometer Stone (Precast) with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Boundary PIllar / Guard Stone : -Reinforced cement cocnrete M 15 grade boundary pillars / local stone of standard design as per IRC:25 fixed in position including finishign and lettering by excluding painting as per drawing and technical specifications. Guard Stone with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

200 m stone (precast) Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Providing and fixing of typical citizen information board A as per specifications and drawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 no's of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides.All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as per IRC 67 fixted over a two no's of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted/reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Direction and place indentification signs up to 0.9 sqm size board 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 mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. 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 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Retro-reflectorised Traffic Signs :- 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 aluminium 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 M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Providing and laying pitching on slopes laid over prepared filter media as per drwing and technical specification clause 1302 stone boulder with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 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 from streaks and holes complete as per specifications. MORTH Specification No. 803 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Bedding for Pipe providing concret for/reinforced concret in open foundation complete as per drawing and technical specification clause 802,803,,1202,&1203 pcc M-10 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (side reinforcement 11kg/cum,8T @0.2m C/C all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000mm Dia all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Providing Back filling behind abutment wing wall and return wall complete as per drawing and techinical specifivation with granular material with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

providing and laying boulder apron for bed protection with ston boulders of minimumsize and weight as per able 1300.1 no fragment weighing less than 25kgs laid dry complete as per draing and techniclal specifications with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

construction of Toe walls for protection of slopes as per drwing and technical specification clause 1302 Random Rubble masonry with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Providing and laying pitching on slopes laid over prepared filter media as per drwing and technical specification clause 1302 stone boulder with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Bedding for Pipe providing concret for/reinforced concret in open foundation complete as per drawing and technical specification clause 802,803,,1202,&1203 pcc M-10 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (side reinforcement 11kg/cum,8T @0.2m C/C all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000mm Dia all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Providing Back filling behind abutment wing wall and return wall complete as per drawing and techinical specifivation with granular material with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

providing and laying boulder apron for bed protection with ston boulders of minimumsize and weight as per able 1300.1 no fragment weighing less than 25kgs laid dry complete as per draing and techniclal specifications with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

construction of Toe walls for protection of slopes as per drwing and technical specification clause 1302 Random Rubble masonry with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Providing and laying pitching on slopes laid over prepared filter media as per drwing and technical specification clause 1302 stone boulder with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

onstruction 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 lead upto 1000 m as per Technical Specification Clause 303.1. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Providing, laying, spreading and compacting stone aggregates 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, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.