Irrigation And Waterways Department Tender

Labour charges for taking out and refixing RC spun pipe with collar (Np-2) in canal banks , roads including caulking the joints of collars as when and necessary with cement morter (Prop. 1.2) jute and bitumen etc. as approved including preparing sub grade , curing including cost and carriage of sand cement etc complete.D) 22.5 cm dia .

Labour charges for laying , fitting , fixing in position RC spun pipe (NP-2) with collar in canal banks,roads including caulking the joints of collars as when and necessary with cement mortar ( prop. 1 : 2) jute and bitumen etc as approved including preparing sub -grade , curing including cost and carriage of sand cement etc - complete ( excluding cost and carriage of pipes and collars from Departmental stack yard including prepaning sub -grade , curnng including cost and carriage of sand cement etc - cormplete ( exciucing cost and carniage of pipes and collars from Departmental stack yard . b) 22.5 cm dia.

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and remforcement,if any, in ground floor as per relevant IS codes a) Pakur Vaniety

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wooo planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting ,fixing and striking out after completion of works (upto roof ol ground floor). (When the height of a particular foor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (1) 25 mm to 30 mm shuttering without staging in foundation.

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor .

Brick work with 1st class bricks in cement mortar (1:4) a) In foundation and plinth

(b) In Superstructure, ground floor.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of| measurement of finished quantity of work).(a) With earth obtained from excavation of foundation.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including| throating, nosing and drip course, scaffolding/staging where necessary (Ground tloor) [Excluding cost of| chipping over concrete surface. (ii) With 1.4 cement mortar (b) 15 mm thick plaster

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per 100 sq.m.

Supplying and laying Polythene Sheet (150gm / 5q.m) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches .

Earthwork in re-excavation / silt clearance of drainage channels in all kinds of soil including sludge and slush but excluding slush mixed with industrial wastes, sewage, municipal garbage, carcasses, etc and depositing the same as per profile in proper place as directed by the ngineer-in-charge without causing hindrance to traffic and posing health hazard and making arrangement to maintain the site in workable condition including removal of polypacks, brickbats, stone ballasts & boulders, remnants of bullah & bamboo pins and all kinds of water hyacinth, solid / semi solid compact mass formed due to water hyacinth and burning them to ashes or removing outside Govt land where necessary and removal of thick & thorny jungles upto 30 cm girth including shoring and shuttering, if required, and including initial removal of sludge and slush etc by pan or bucket if required, and making arrangement for bailing out of any seepage water and removal of sand or soil blown from underneath, all complete. (Measurement : Pre-work and Post-work level section. Pre-work section to be taken after removal of water hyacinth and all other floating materials etc.) (b) By mechanical means using hydraulic excavators within an initial lead of 30 M and an initial lift of 3.0 M

Earthwork in excavation in the canals / drainage) channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 ¢m. for making banks as per profile or to depesit the same in any other place within an initial lead of 30 metie and intial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil

Cutting uprooting and clearing Jungles including shrubs, water weeds, bushes, tress, plants, upto 30 cm. girth including removing as directed by Engineer in-charge

Construction temporary khalashi shed ( floor area 2.45M x 2.45M ) with 7.50 cm dia strong bamboo post (6 Nos. 2.70 M long and 3 nos 3.30 M long ) each post being fixed in 60 cm depth holes in the soil. Full bamboo post plates ( 5 nos. 2.70 M long ) slope thatched roof (2 x 2.75 M x 1.50 M ) area of Aman rice straw 10 cm pressed thick including ridges and hips and bamboo splits on frame of half split bamboo ( 2x 13 Nos x 1.50 M ) and 1/4th split bamboo ( 2x 5 Nos. x 2.75 M) single darma mat wall 4 x 2.45 x 2.10 + 2 x 1/2 x 0.60 M with one coat coal tarring with 5% pitch with fitted and fixed of half split bamboo strong with split bamboo placed bothways (15 cm or part ) on both sides and fixed to 1/2 split bamboo fitting & fixing with belts & iron nails etc & made of 1/2 split bamboo ( 6 Nos . 1.25 M & 13 Nos . 2.15 M ) all bamboo fitting in the whole structure be fitted & fixed with nails, coir strings etc. including carriage of all materials to site as per drawing and direction of the Engineer In Charge.

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

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 will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials).

Extra rate for item no above for each additional lead of 60 metre or part thereof beyond the initial lead of 30 metre.

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