Construction of 2 Two RCC Sluice gate at Kusamara GP Jamjuri GP and 1 one anti erosion work along the left bank of Gomati river under Udaipur Municipal Council Part XI Implementation of SNA SPARSH Model SH Construction of Sluice gate with vertical st

Earth work in excavation by mechanical means(hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed (a)All kinds of soil

Earth work in excavation by mechanical means(hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed (b) Extra for additional lift of 1.50 mtr part thereof. -All kinds of soil

Excavation in foundation of the Diversion structure in all kind of soil including sand ,silt stiff clay , dry or moist as per designed section, removing , despositing and stacking of soil in marginal bandh, guide bandh back filling of abutment wall etc in layer of 200mm thick for making bandh etc as per approved profile or as directed by Eng-In-charge within an initial lead of 100m and all lifts, breaking clods rough dressing including neccesary bailing etc out or water complete.

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers,dressing up, in embankment for roads, flood banks, marginal banks and guide banks or filling up ground depressions lead up to 50 m. and lift up to 1.5 m. in ordinary soil - All kinds of Soil

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering lead up to 50 m. and lift up to 1.5 m. -All kinds of soil

Earth filling in guide bundh, marginal bundh, back filling by mechanical carriage distance up to 2 km.

Supplying and filling in plinth sand under floor, foundations etc. with sand (fine) from local quarry with all lifts in/c spreading in horizontal layers, watering, grading to required slope, rammimg, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. -All work upto plinth level: a) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)

Plain / Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement). E) RCC Grade M 25. Case - I : Using Concrete Mixer.

Plain / Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement) C) RCC Grade M 20. Case - I : Using Concrete Mixer.

Supplying, fitting & placing Thermo- Mechanically treated bar/cold twisted deformen steel bar reinforcement in superstructure complete as per drawing & MoRD technical specification Clauses 1002,1010 & 1202

Centring and shuttering including strutting propping etc. and removal of form work for :- a) Foundations, footings, bases for columns etc. for mass concrete with steel formwork

First class brick work in foundations and plinth including cost of all materials as required complete:- iii) In cement mortar 1 : 4 (1 cement : 4 river sand)

First class brick work in superstructure above plinth level & upto floor five level including cost of all materials as required complete. iii) In cement mortar 1 : 4 (1 cement : 4 river sand)

Plastering with cement mortar 15 mm thick on brickwork in substructure as per MoRT&H technical specification Clauses 1300 & 2200 II) In 1:4 cement mortar

Providing & laying filter media with jhama brick aggregate of 40 mm down (well graded) as per direction of the Engineer - in- Charge.

Supplying carrying and driving ISPS1021 BZ type sheet piles below foundation in all kinds of soil including sand, silt, stiff clay dry or moist by method of direct driving in original strata including landing , cutting to proper size as per direction including fabricating of junction piles , later piles, corner piles etc as required also including scrapping, painting with one coat of primer and two coats of anti corrosive paints etc. complete as per design drawing specification and direction of the Engineer-In-Charge.

Supplying and fitting fixing tar paper of approved quality on surrounding of sheet pile as per approved drawing and direction of the Engineer-in-charge.

Providing cork mastic filter of approved quality of size 400 mm x 100 mm on the top of sheet pile as per approved drawing and direction of the Engineer-in-charge.

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 MoRT&H Technical Specification clauses of section 300.

Providing weep holes on brick masonry/ plain/reinforced concrete wall with 75 mm dia UPVC pipe with ISI mark of approved/ reputed make extending through the full width of the structures with slope of 1(V):20(H) towards drawing face including cutting, fixing etc. complete as per drawing and direction of the Engg-In-charge & technical specification.

Design, fabrication (including shop & field painting) & supply of fixed wheel gate , guides , wheels, seals , tracks & other embedded parts including hand operated rope drum hoist of suitable capacity and hosit bridge and its supporting structure (including R.S.Joist, Chequred plate for hoist platform etc) and all other materials complete in accordance with the specification as well as relevant I.S. specification and delivery at scheme site as per direction of Engineer-in-charge.

Erection of steel gate for diversion scheme including all mechanical and other arrangement etc. complete as per direction of the Engineer-in-Charge.

Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. i) 0.63mm thick with zinc coating not less than 275gm/m2

Supply of Rope Drum Hoist as per IS:6938 - 2005 including transportation to site. i) Electrically operated Hoists (Within Built Manual operation) 5 M.T. Capacity

Errection of hoist, with test & trail

Construction of RCC railing of M 30 Grade in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings (No. SD/ 202), including all formworks required and MoRT&H Technical Specification Clause 2703, 1500, 1600, 1700. (including centering, shuttering, staging etc. and reinforcement)

Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary Soil (By Manual means) i) Upto 3m depth

Bored Cast-in-Situ M-30 grade RCC pile excluding reinforcement complete as per Detailed Drawing & MoRT&H technical specifications Clauses 1100, 1700 and removal of excavated earth with all lifts and lead upto 1000 m C) 1200 mm dia.

Levelling Course for Pile Cap Providing and laying of PCC M-15 levelling course 100 mm thick below the pile cap. (including centering, shuttering staging etc but excluding reinforcement.) Case-I : Using Concrete Mixer

Reinforced Cement Concrete in Pile cap complete as per drawings and MoRT&H technical specifications Clauses 1100, 1500, 1700.(including centering, shuttering staging etc but excluding reinforcement) ii) RCC Grade M-25 (Case-I : Using Concrete Mixer)

Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specifications Clauses 1600.

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

Pile load test on single vertical pile in accordance with IS : 2911 (Part - IV) Lateral load test

Plain/Reinforced cement concrete in substructure complete including formwork as per drawings and MoRT&H technical specifications Clauses 1500, 1700, 2200.(including centering, shuttering, staging etc but excluding reinforcement.) VI) RCC Grade M-25 (i) Upto 5m height. (Case-I: Using Concrete Mixer)

Plain/Reinforced cement concrete in substructure complete including formwork as per drawings and MoRT&H technical specifications Clauses 1500, 1700, 2200.(including centering, shuttering, staging etc but excluding reinforcement.) (VII) RCC Grade M-30 i) Upto 5m height. Case - I : Using Concrete Mixer

Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe (110mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRT&H technical specification Clauses 2706,2200.

Backfilling behind abutment, wing wall and return wall complete as per drawings, clause 710.1.4 of IRC:78 & MoRT&H technical specification Clause 2200. II) Sandy material

Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and clause 710.1.4 of IRC:78 & MoRT&H technical specification Clause 2200.

Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83 ( Part-II ), Section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawings & MoRT&H technical specifications.

Plain / Reinforced cement concrete in superstructure including all formworks as per drawings and MoRT&H technical specifications Clauses 1500, 1700, 2100.(including centering, shuttering, staging etc but excluding reinforcement.) B) RCC grade M-25. Case - I : Using Concrete Mixer ii) For T-beam & slab superstructure b) Height 5m to 10m.

Supplying, fitting & placing Thermo-Mechanically treated bar/Cold twisted deformed stee bar reinforcement in superstructure complete as per drawings & MoRT&H technical specification Clauses 1600.

Construction of RCC railing of M 30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings (No. SD / /202) including all formworks required and MoRT&H Technical Specification Clause 2703, 1500, 1600, 1700. (including centering, shuttering, staging etc. and reinforcement).

Providing and placing in position drainage spouts complete as per drawing (SD / 205 ) and MoRT&H Technical Specification Clause 515, 2705.

PCC M-15 Grade levelling course below approach slab complete including all formworks required as per drawing and MoRT&H Technical Specification Clause 2700.

Reinforced Cement Concrete approach slab including reinforcement and formwork complete as per drawings and MoRT&H Technical Specification Clause 2704, 1500, 1600, 1700.A) RCC M-30 Grade

Wearing Coat Providing and laying cement concrete wearing coat M-30 grade including all formwork& required reinforcement complete as per drawing & as MoRT&H Technical Specification Clause 2702 ( Including centering,shuttering, staging etc but excluding reinforcement).

Painting on concrete surface Providing and laying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 litre for 2 sqm as per drawings and MoRT&H technical specification Clause 800.

Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation as per drawings and MoRT&H Technical Specification Clause 2607.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. I) By Manual means. a) In area of light jungle.

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 and lead upto 1000 m as per MoRT&H Technical Specification Clause 201. (iii) above 900mm and up to 1800mm in girth

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 and lead upto 1000 m as per MoRT&H Technical Specification Clause 201. (iv) above 1800mm in girth

Excavation in Roadway cutting in soil by using manual means including loading in truck and carrying of cut earth to embankment site with all lifts and lead upto 1000 metre as per MoRT&H Technical Specification clauses of section 300

Construction of embankment with approved material obtained from borrow pits with all lifts, 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 MoRT&H Technical Specification Clauses of section 300.

Construction of embankment with approved material deposited at site from roadway cutting & excavation from drain & foundation of other structures graded and compacted to meet requirement of Table 300.2 and as per MoRT&H Technical Specification Clauses of section 300

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 as per MoRT&H Technical Specification Clauses of section 300.

Granular Sub-base with Well Graded Material (using jhama brick aggregate) (A) By Mix in Place Method. Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, as per Table:- 400.1, Grading-I), spreading in uniform layers with tractor with attachments or motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401. (i) For Grading- I Material (Jhama brick aggregate)

Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.

Water Bound Macadam Sub-Base / Base using Jhama Brick Aggregate. i) WBM Grading- 2 Providing, laying, spreading and compacting jhama brick 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/ vibratory roller in stages to proper grade and camber, applying and brooming and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading-2' as per MoRT&H Technical Specification Clause 404. (B) By Mechanical Means

Water Bound Macadam Sub-Base / Base using Jhama Brick Aggregate. i) WBM Grading- 3 Providing, laying, spreading and compacting jhama brick 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 / vibratory roller in stages to proper grade and camber, applying and brooming and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading-3' as per MoRT&H Technical Specification Clause 404. (B) By Mechanical Means

Prime Coat. Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503.

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.as per MoRT&H Technical Specification Clause 511. Case - I : Mechanical method using penetration grade bitumen and HMP of appropriate capacity not less than 75 tonne / hour. (I) Bitumen of VG-30

Seal Coat Case - I : Type - A Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A seal coats as per MoRT&H Technical Specification Clause 511. (I) Bitumen of VG-30

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 MoRT&H Technical specification clauses of section 300. Retaining wall

Earthwork in excavation for structures as per drawing and MoRT&H technical specifications clause 304 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil by manual means - upto 3 m depth

Plain / Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100.(including centering, shuttering, staging etc. but excluding reinforcement ) A) PCC Grade M-15

Plain / reinforced cement concrete in substructure complete including formwork as per drawing & MoRT&H technical specifcation clauses 1500, 1700, 2200.(including centering, shuttering, staging etc. but excluding reinforcement) VI) RCC M-25 grade a. upto 5 m height Case - I : Using Concrete Mixer

Supplying, fitting & placing Thermo-Mechanically treated 2200 bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.

Providing weep holes in Brick masonry / stone masonry, Plain / Reinforced concrete abutment, wing wall /return wall with 100 mm dia AC pipe or PVC pipe (110 mm OD of 6.0 kg/cm2, extending through the full width of the structure with slope of 1V :20H towards drawing face complete as per drawing and MoRT&H Technical specifications clauses 2706, 2200.

Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and clause 710.1.4 of IRC:78 & MoRT&H technical specification clause 2200

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