Irrigation And Waterways Department Tender

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, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of, A) Beyond 4.00 km and upto 5.00 km. N.B. 1. Measurement to be taken on the basis of stack measurement / pre- post work section measurement after deduction of void as per norms. No extra payment will be made for stacking. 2. Royalty charges on earth @ Rs. 29.00/- per cum and cesses charges @ 5.30 per cum (i.e., Rs. 15.00 per 100 cft) as per Govt. notification, which will be paid on production of necessary documents in support of payment made towards the royalties and cesses.

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved aterial complete as per direction of the Engineer-in-Charge. A) In all sorts of soil excluding marshy soil & rocks(soft or hard) by manual means; i) upto 3 m depth. i) With pumping out water including shoring as required.

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Ordinary Cement concrete (mix1:1.5:3) with graded stone chips (20mm nominal size)excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. A) Pakur Variety. [Cement:PPC/PSC/OPC 33.]

First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials. A) In 1:4 proportion [Cement:PPC/PSC/OPC 33.]

Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading,carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. Steel materials Tor Steel rods / HYSD bars / TMT bars (JSW/JSPL / Shyam / SRMB/SSL/ BMASL / Electrosteel) (Fe 415 /Fe 500 /Fe 500D, conforms to lS: 1786).

Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hardwood 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 of ground floor A) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.

Making filter with well graded 40mm down ballast sand laying uniformly behind weepholes, below pitching on bed, sideslopes including supply and carriage of all materials to site including preparing bed with earth work up to 30cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as perdirection of the Engineer-in-Charge(measurements will be on finishedwork/ in stack after deducting necessary void).). A) 1st class brick ballast.

Providing and laying pre-cast brick block pitching of required size (53 Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) with 1st class kiln burnt bricks in cement mortar including flush pointing on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster , curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials/ blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is1:4)

Making sausages circular in section (any length) made with 1st class kiln burnt / 1st class picked jhama full bricks rolled inside wire net caging made of 10 S.W.G. galvanised iron wire square pattern (internal dimension of mesh will be 100 mm. x 100 mm. square) galvanised wirenet caging with proper lapping of minimum 150 mm and sewing with 12 SWG. galvanised iron wire including cost of all materials, carriage up to site, placing and laying the same after preparing the bed/trench to proper slope etc. complete as per direction of the Engineer-in-charge. (cost is excluding the cost of end pieces.) A) 1.00 metre diameter.

Supplying, fitting, fixing end pieces for rectangular / square / circular sausages at the ends, with 10 SWG / 8 SWG G I wire net of different mesh sizes tying & sewing the same maintaning a lap langth of 150 mm all around with 12 SWG G I wire complete, including the cost of supply of wire netting,fitting etc, complete as per direction of the Engineer- in - charge. A) Mesh size 100 mm x 100 mm with 10 SWG wire.

Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. (iii) 15 cm av. diameter Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end.

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. Note: 1)Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end. A) 15 cm av. Diameter.

Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. A) Width of thinner end above 15 cm; i) Jhaw / Eucalyptus.

Fitting, fixing bitumen drum sheet to bullah piling and wailing pieces including cutting straightening drum sheet fixing with country nails @ 20cm c/c at top & bottom and bolts& nuts at top & bottom at every joint of drum sheet with a laping of 15 cm, including supply of drum sheet, fixture all complete as per direction of the Engineer - in -charge.

Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge. A) Two Coat.

Supply of Bricks / Jhama / Bats Sorted & stacked at site. A) Brick bats.

Labour charge for dumping / laying of Laterite / Stone Boulders 25 kg & above / Shingles / Brick Bats, from stack of worksite with all leads and lifts in water or spreading the same on the slope of the bank of River/Sea or the slope of the embankment or in the River/ Sea bed to an uniform thickness as per direction of the Engineer-in-charge including cost of all accessories and other incidental charges. A) Brick bats.

Labour charges for collecting or taking out displaced cement concrete or brick blocks of all sizes from slope, bed or apron and relaying the same in canal bed or slopes including clearing, dressing, ramming and preparing bed with necessary earthwork complete within a lead of 200 metre and all lifts complete.

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. A) (Ground floor). [Excluding cost of chipping over concrete surface]; i) With 1:4 cement mortar, a) 20 mm thick plaster. [PPC/PSC/OPC 33]

Turfing with chorkata or durba grass sods 5cm. to 8cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc within alead of 150 metre and all lifts including fine dressing,watering, ramming,guardingetc.complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only).