Irrigation And Waterways Department Tender

Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.

Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.

Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). II By Manual Means With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) (Pakur Variety)

Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, channels, filling depressions in requisite profile,levelling as per direction ofthe Engineer-in-charge within a lead of, NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking C) Beyond 2.00 km and upto 3.00 km. Note-This rate includeds compensation for earth for land owened / arranged by the contractor @ Rs 25.00 per Cum and royalty charges on earth @ Rs 18.00 per cum The royalty will be paid to the agency production of necessary document in support of payment made towards the rroyalties. . During initial payment of bill a deduction @ Rs 18.00 per Cum rate may be made

Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg)

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm.

By Mix in Place Method :Construction of granular sub-base by providing graded material,mixing by mix in placemethod with Rotavator at OMC, spreading inuniform layerswith Motor grader on preparedsurface in proper grade and camber,compacting with vibratory roller to achieve thedesired density, including lighting, guarding,barricading, including cost of all materials,machinery, tools and plants including cost ofquality control complete as per Clause 401 ofSpecifications for Road & Bridge Works ofMoRT&H (5th Revision). (i) Grading -I

Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling willnot beaccepted ) , andstacking withina lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag.

Brick edging 75 mm wide with picked jhama bricks, laid true to line and level including cutting necessary trench in soil or in hard metalled surface, laying the bricks and repacking the trench (on both side of the edging) with spoils and ramming the same thoroughly complete as per direction. 3 Brick edging 75 mm wide with picked jhama bricks, laid true to line and level including cutting necessary trench in soil or in hard metalled surface, laying the bricks and repacking the trench (on both side of the edging) (b) Brick-on-end edging (250 mm) depth

(a) For average depth up to 40 mm by manual (ii) Brick / Jhama metal surface. means

(b) For each additional Depth of 150mm and part thereof.

Water Bound Macadam Sub Base Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadam specification including spreading inuniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper gradeand camber, applying and brooming requisite typeof screening / binding materials to fill up theinterstices of coarse aggregate, watering includinglighting, guarding, barricading and makingnecessary earthen bundh of one metre width oneach side and preparing the bed by necessarycutting or filling, including cost of all materials andhire and labour charges of all men and machineryand compacting to the required density, as perClause 404 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision). 1) Grading- I

Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials. (a) For average depth up to 40 mm by manual means: (i) Stone-metal surface

Prime Coat Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)

Bituminous Macadam using Hot Mix Plant (HMP) Providing and laying bituminous macadam with Hot Mix Plant using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature with paver finisher to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired - compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Clause 504 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) Grading -II a) 19 mm nominal size 50-75 mm thick (ii) Using Drum mix Type HMP of minimum capacity 60-90 TPH.

Construction of Sub Base using Local Materials: Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40

b) For average depth above 40 mm but not exceeding 75 mm by manual means: (ii) Brick / Jhama metal surface

Supplying Jhaw / Eucalyptusbullah pilesat worksite, includingdressing and making one end pointed (i) 15 cm av. diameter

Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials. (c) For average depth above 75 mm but not exceeding 150 mm by manual means: (ii) Brick / Jhama metal surface.

Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles (i) 15 cm av. diameter