Rural Development And Panchayat Raj Department Tender

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 parapet clause 1106. 1000mm dia 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.

KSRRB M800 - Cable Duct Across the road: KSRRB M800-29.1 Providing and laying of a reinforcement cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain in cuts and toe of slope to toe of slope in fills, constructiong head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe asper IRC:98-1997, bedded on a 0.3m thick layer of granular material free of rock pieces , outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC : 98-1997 and approved drawing complete as per Specification. Case - I : Single row for one utility service 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.

Excavation for Structures: Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable 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.

Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 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.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 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.

Compacting Original Ground: Compacting original ground supporting embankment: 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.

Excavation for Structures: Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable 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.

Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8 I) 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.

Construction of Embankment with Material obtained from Borrowpit: Construction of embankment with approved material 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 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.

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 parapet clause 1106. 1200 mm dia 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.

Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 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.

Utility Duct, Water Supply* Electrical Works : Excavation for Structures: Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable 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.

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 ii) Ordinary 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.

Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8 I) 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.

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304, Cement concrete grade 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.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 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.

Prime Coat :-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

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302.(I) 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.

Excavation for Structures: Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable 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.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height upto 5m, PCC grade M 15, (i) Nominal mix (1:2.5:5) 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.

Annual Maintenance Informatory Board (AMIB): Providing and fixing of typical Maintenance information sign Board as per specification and dwawing. ACP Sheet of 3 mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of MS plate 5mm thick. Supported on frame post of 2 nos of MS square hallow section 75mmx75mmx5mm which is duly embeded in cement concrete M20 Grade of 600x600x750mm below ground level. All MS will be stove enameled on both sides. All sections of framed posts, MS sheet and steel tubes will be painted with primer and two coats of epoxy paint as per drwaings etc. Retro Reflective Sheet as per IRC 67 fixed over a two nos of Aluminium composite mateial(ACP) shetting of size 900x1500mm of 1mm thick duly bolled/reveled with MS plate of 5mm thick on back side of ACP sheet. Incliding coast and conveyance of all materials equipment, machinery and labour with all lead and lifts, loading and unloading charges, fuel charges including all incidental charges as per the direction of the engineer incharge and Technical specification (i) For warranty and durability the clause 1701.5 and for maintanance the clause 1911 shall be applicable (ii) A reference number along with month and year of installation should be placed on the back of sign in contrasting colour or by stamping in characters not excedding 50 mm in height. with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer incharge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203. I) P.C.C grade M 10 i) Nominal Mix 1:3:6 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.

Excavation for Structures: Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable 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.

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (I) 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.

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.Case - II By Mechanical Means 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.

Protectin work : Excavation for Structures: Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable 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.

Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specification No.KSRB 1000 / 2300 MORT & H Specification No.1000 / 2300 600 mm dia 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.

Preparation of Foundation for Embakment : - Scarifying existing granular surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. 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.

Manufacturing, Supply and installation of Retro-reflective Hazard Marker signboards made out of cube corner micro prismatic grade sheeting confirming to Type XI satandards of IRC:67:2012 & ASTM D 4956-09 specification & fixed over 4 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back suport frame of 25x25x3mm MS angle frame. Supported on round pipe post of 1.5 Meters height and gouted 60 cm below ground level. The sign post should be painted with one coat of redoxide paint and two coats of synthetic enamel paint of black and firmly fixed to the ground by means of foundtion with M 20 grade cement, concrete foundtion size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer incharge.

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

Removing all types of Hume pipes and stacking with in a lead of 1000 m including Earthwork and dismantling of masonary works as per Technical Specification Clause 202. (B) Above 600 mm to 900 mm dia Hume pipe 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.

Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8 I) 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.

Bedding for Pipe: (i) Type A (Concrete Cradle) bedding Laying concrete cradle bedding with M-15 grade cement concrete as per Clause 1105 (i) 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.

Bedding for Pipe: (i) Type A (Concrete Cradle) bedding Laying concrete cradle bedding with M-15 grade cement concrete as per Clause 1105 (i) 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.

Providing Reinforced cement concrete M15 grade Boundary pillars / local stone of standard design as per IRC 25 fixed in position including ,finishing & lettering but excluding painting as per drawing & technical specification clause 1704 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.

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 surfade cleaned with Hydraulic broom as per Technical specification clause 503. 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.

Traffic Signs :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 801 900 mm equilateral triangle 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.

Dismantling of Structures: Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unservicable material and stacking the serviceable materials with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Mechanical Means (B) Cement Concrete 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.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 15 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.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical specification clause 201. By Mechanical Means In area of thorny jungle. 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.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height upto 5m, PCC grade M 15, (i) Nominal mix (1:2.5:5) 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.

Direction and Place Identification signs upto 0.9 sqm size board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.90 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cmx 60 cm, 60 cm below ground level as per approved drawing. 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.

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302.(I) 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.

Construction of Embankment with Material obtained from Borrowpit: Construction of embankment with approved material 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 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.

Main Information Board : Provinding and Fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing i) The board will be a composite unit consisting of three plates of aluminium composite materials (ACM), material specifications as per clause 1701.3.7. The top most plate will be in diamond shape of 600mmx600mm size, riveted over welded MS angle iron frame of 25mmx25mmx5mm size on back on edges. the middle plate will be 1200mmx150mm size riveted over welded MS angle iron frame of 25mmx25mmx5mm size ob back on edges.The main lower plate will be 1500mm x600mm size, riveted over welded MS angle iron frame of 25mmx25mmx5mm size ob back on edges.welding of all the sheets over angle iron frame will be done to have plan surface on one side. the angle iron frames of the lower most plate and the middle plate will be welded to two nos 75mmx75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. The top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade blocks of 450mmx450mmx600mm below ground level. The height of bottom of the lower most plate will be 1200mm from normal ground level and the bottom of middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47mmx47mm thickness 12 SWG having a spacing of 100mm between the diamond shaped plate and middle plate and the square section will be welded to the bottom point of the daiamond shaped pate.ii) The lettering and borders etc. of middle and bottom plate. PMGSY logo on top plate shall be as per clause 1701.4.6 essages/borders. All the sections of frame and posts will be painted with primer and two costs of epoxy paint. The design painting and lettering shall be done as per approved drawing iii)For warranty and durability the clause 1701.5 and for maintanance the clause 1911 shall be applicable (iv) A reference number along with month and year of installation should be placed on the back of sign in contrasting colour or by stamping in characters not excedding 50 mm in height.

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304, Cement concrete grade 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.

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304, Cement concrete grade 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.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 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.

- do - for 600 mm x 450 mm - TYPE XI

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203. I) P.C.C grade M 10 i) Nominal Mix 1:3:6 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.

Providing and Fixing 'Citizen Infromation Board A' : Providing and fixing of typical citizen informatory sign Board B as per specification and dwawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of MS plate 5mm thick. Supported on frame post of 2 nos of MS square hallow section 75mmx75mmx5mm which is duly embeded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level. All MS will be Above enameled on both sides. All sections of framed posts, MS sheet and steel tubes will be painted with primer and two coats of epoxy paint as per drwaings etc. Retro Reflective Sheet as per IRC 67 fixed over a two nos of Aluminium composite mateial(ACP) shetting of size 900x750mm of 4mm thick duly bolled/reveled with MS plate of 5mm thick on back side of ACP sheet. Incliding coast and conveyance of all materials equipment, machinery and labour with all lead and lifts, loading and unloading charges, fuel charges including all incidental charges as per the direction of the engineer incharge and Technical specification.(i) For warranty and durability the clause 1701.5 and for maintanance the clause 1911 shall be applicable(ii) A reference number along with month and year of installation should be placed on the back of sign in contrasting colour or by stamping in characters not excedding 50 mm in height. with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer incharge.

Providing and Fixing 'Logo Board' of PMGSY at Starting & End point Providing and fixing of typical Logo Board as per specification and dwawing. Two ACP Sheet of 3mm thick,top and bottom plate duly weleded/boltted with MS Square angle 25mmx25mmx5mm size on back and on the edges. The top and Bottom plate will be welded/boltted to 1nos 75x75x6 mm square hallow section duly embedded in cement concrete M15 grade of 600x600x600mm, 450mm below ground level.Retro Reflective Sheet as per IRC 67 made of encapsulated lens type reflective sheeting Clause 1701.2.3 fixed over Aluminium shetting. All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.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.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203. I) P.C.C grade M 10 i) Nominal Mix 1:3:6 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.

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 ii) 200m 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.

Construction of Embankment with Material obtained from Borrowpit: Construction of embankment with approved material 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 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.

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method:- 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 Technical Specification Clause 401. (III) For Grding III 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

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height upto 5m, PCC grade M 15, (i) Nominal mix (1:2.5:5) 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.

- do - for 600 mm circle - TYPE XI

Bedding for Pipe: (i) Type A (Concrete Cradle) bedding Laying concrete cradle bedding with M-15 grade cement concrete as per Clause 1105 (i) 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.

Surface Drains in Soil, Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment as per Technical specifications clause 307. 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.

Waeter Bound Macadam with Crushable Screenings WBM Grading -2 : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming,crushable screening to fill-up the interstices of coarse aggregates, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanicl Means . with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., 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.

Providing, laying, rumble strips, 250 mm wide and 25mm height in rectangular shape at 1.00 mtr center to center for the entire formation width of road using pre mix bituminous materials, including providing WBM (2 layers) for shoulders portions, applying tack coat, providing 2 Nos. retro reflective traffic signs as per IRC SP 67 - 2010 (for details IRC 99 - 1988) For 3 nos - including WBM layers for length of 2 mtrs on either side of carriage way in shouldr portion 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.

Removing all types of Hume pipes and stacking with in a lead of 1000 m including Earthwork and dismantling of masonary works as per Technical Specification Clause 202. (B) Above 600 mm to 900 mm dia Hume pipe 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.

Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 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.

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

- do - for 600 mm x 800 mm - TYPE XI

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302.(I) 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.

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 parapet clause 1106. 1200 mm dia 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.

Construction of Embankment with Material obtained from Borrowpit: Construction of embankment with approved material 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 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.

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 By Mechanical Means 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.

Removing all types of Hume pipes and stacking with in a lead of 1000 m including Earthwork and dismantling of masonary works as per Technical Specification Clause 202. (B) Above 600 mm to 900 mm dia Hume pipe 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.

Dismantling of Structures: Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unservicable material and stacking the serviceable materials with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Mechanical Means (B) Cement Concrete 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.