Improvement of Flow Irrigation Scheme Shehar Kuhl

Amount

Excavation in foundation trenches etc. in earth work in all kind of soil lift upto 1.50 meters stacking the excavated soil not more than 3 meters. clear from the edge of the excavation and then soil such as pick work, jumper work, blasting hard or softs rock by chiselling where the blasting work is prohibited slushy daldal and saturated soil including within all heights, stacking the excavated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15Cm (fifteen Centimetres) layer when required into plinths, sides of foundation consolidating each depossited layer by ramming and watering and then disposing of all surplus excavated earth complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Excavation in drains and channel etc. in earth work including dressing of sides, bed and disposing of excavated earth upto alead of 20 mtrs and lift upto 1.50 mtrs. disposed earth to be levelled and neatly dressed in pick work complete in all respect as per direction and entire satisfaction of the Engtineer-in-charge.

Excavation in earth work and banking in 15cm layer including breaking clods ramming and dressing ground for the purpose of making embankment of filling up ground depression upto all leads and lift complete in all respect including all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Dismantling dry stone pitching in drains etc. including stacking of serviceable materials and disposal of un-serviceable materials within 20 metres lead and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect including all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:3:6(1:cement :3 sand:6 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth i/c carriage of material complete in all respect including all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30 x 30 x 5 mm so as to give a fair finish including centering shuttering struting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor two ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in: Vertical surface such as wall (any thickness) partition and the like including attached pillasters, butresses plinth and string courses and the like complete in all respect including all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Vertical surface such as wall (any thickness) partition and the like including attached pillasters, butresses plinth and string courses and the like RCC Duct Lining complete in all respect including all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Flat surfaces such as soffits of sunspended floor, roofs landings and the like floors etc complete in all respect including all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Edges of slab and breaks in floor and walls complete in all respect including all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing and Laying cement concrete 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-In foundation and plinth complete in all respect including all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

In Vertical walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level complete in all respect complete in all respect including all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level complete in all respect including all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing Mild steel /Tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level (tor steel) complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Prov.Steel Work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of re lead paint in gratings framed guard bars, ladders, railings, brackets and similar works complete in all respect including all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing and fixing of 3mm thick M.S Plate V-Notch 90 degree complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Providing and fixing of control gate 5mm thick MS Sheet complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

20 cm flagged stone flooring laid in cement mortar 1:5 (1 cement :5 sand) complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Providing, Laying, jointing and testing of bavelled ended MSERW zinc coated pipe with circumfrential butt welded joints after alternate pipe length by electrical arc weldin (welding thickness shall be equal to pipe wall thickness) of following dia meter & wall thickness confirming to IS/ISO: 3183-2007 of steel grade L-290 or A (latest with upto date amendments) and capable of withstanding required test pressure in a random length of 5.5 to 6.5 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes where ever required duly welded in three layers (two inner one outer) and all operations such as cutting, welding, jointing, fabrication of bends, tees, making bevelled pipe ends suitable for 100 % butt welding , lowering & laying in excavated trenches to ensure required level complete in all respects to the best satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and other specials complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts. Note:- Negetive Tolerance of wall thickness should not be more than 3%. 300mm dia 4.80mm wall thickness

P/L cement concrete 1:5:10(1:cement :5 sand:10 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in R/wall / B/wall the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge.

Wire crates made of G.I wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for seprately) G.I wire 5mm thick corresponding to SWG-6 (15x15cm mesh) complete in all respect with in all leads & lifts.

Wire crates made of G.I wire filled with boulders with square cut faces against the wire (wire crate to be measured and paid for seperately) complete in all respect with in all leads & lifts.

Ashok Soni

Sudershan kumar Angaria