Renovation and Restoration of Pati Distributory Canal to joining Surangi Minor (CH.0.00 M to 1550.00 M.) (2nd call)

Amount

Clearing the canal land width including removing the shurb, bushes, cactus, weeds other vegetation including cutting down trees up to 0.50m girth and depositing the removed materials outside the canal land width up to lead of 50 meter as directed etc. complete. (Without water pool).

Survey including chaining, ranging, leveling, jungle cutting, including preparation of technical documents, plotting c/s, plans, contours etc. transportation of vehicle hire charges of boats & charges of technical person etc. complete in wet and slushy condition for Canal.

Desilting of various structures of canals and distribution system including depositing the same as directed with all leads and lifts.

Dismentalling the existing stone / brick masonary in cement mortar including sorting out and stacking the useful materials and removing the debries and making good the damage etc. complete as directed.

Dismentalling the R.C.C. work & disposing off the stuff including stacking of the useful materials etc. complete as directed. (a) Light reinforcement. (Main bar up to 16 mm dia).

Dismentalling the existing foundation concrete including disposing the dismentalled stuff including sorting out and stacking the useful materials and removing the debries and making good the damage etc. complete as directed. (In Cement concrete).

Dismentalling the existing R.C.C. pipes of the following diameter including sorting out and stacking of the useful matrials including refilling the trenches etc. complete as directed. (NP-2 pipes). (a) 650mm to 900mm dia.

1000 mm to 1200 mm dia.

Dismentalling the existing road surface including disposing off the dismentalled materials and stacking the useful materials as directed. (b) Asphalt road.

Excavation of canal/drains in all sorts of soils (including wet and slushy condition of soil) including yellow, sandy and gravelly soils & soft murrum including depositing the excavated stuff in uniform layers in canal banks or in spoil banks or as and where directed including dressing the canal section up to lead of 50 meter and lift shown below including clearing the site etc. complete (manual operation without dewatering). (a) Up to 1.50 m.

Compaction of Earthwork in embankment in layers 15 to 20 Cms at requisite moisture content to required dry density not less then 85% of corresponding proctor maximum dry density including watering, rolling with suitable type of roller etc. complete.

Providing and laying 300mm thick pucca rubble ptching in cement mortar 1:5 proportion with the surface pointed with cement mortar of 1:3 proportion including curing etc. complete for all leads & lifts.

Providing and laying reiforced cement concrete of cement sand and metal (20 mm to 25 mm size) in (1:2:4) proportion laid in situ including centering shuttering temping smooth finishing curing etc. comp. as directed for all leads and lifts. For Sleeper Beam and Pipe Encasing works.

Trimming of the canal section manually for prepairing sub grade for laying cement concrete.

Providing and laying plain reinforced cement concrete lining of 1:2:4 proportion (conventional mix) in bed, side slopes and curvature including mixing, transporting placing, smooth finishing, curing including dewatering where required. (Manually with conventional mixer). For 10 CM thick in bed and slope with water curing.

Providing and filling the polysluphide joint selent of the approved make in the expansion and contraction joints in the c.c. lining including clearing the joints with air water jet. Cross Drainage and Pipe Works.

Excavation for foundation in all sorts of Soil Including sandy and gravelly soil, soft murrum including depositing the excavated stuff as and where directed including back filling the trenches with suitable excavated stuff etc. complete for lead up to 50 mt and lifts as under. (Manually without dewatering). (A) Lift up to 1.50 mt.

Lift up to 1.50 m to 3.00 m depth

Providing and laying cement concrete of cement, sand and metal (above 12mm & upto 20mm size) in following proportion laid in situ including centering, shuttering, temping, smooth finishing, curing etc. complete as directed for all leads and lifts- 1:3:6 Cement concrete.

Providing and laying plain/ reinforced ordinery portland cement concrete of M30 grade with cement, sand and coarse aggregates including centering, shuttering, batching, mixing, transporting, placing, vibrating, smooth finishing, curing etc. complete for all lead and lift. (Manual with conventional mixer, Including dewatering) (D) Piers, abutment, wingwalls, headwall, returnwall etc. (V).

Providing and fixing in position following diameter I.S. NP3 class reinforced pipe with caulking the joints with cement mortar 1:1 proportion using jute string soaked in cement slurry, finihing joints, and laying pipes to the designed grade and levels, curing etc. complete for all lead and lifts. (A) 900mm dia NP3 Pipe.

(B) 1200mm dia NP3 Pipe.

Providing TMT bar FE 500/500D reinforcement for R.C.C. work inclduing bending, binding and placing in position complete up to floor two level (upto 10 ton).

Providing and laying coarsed rubble masonary in ordinary protland cement mortar 1:5 proportion in super structure to line and level including scaffolding, racking out joints, curing etc. complete for all lead and lifts.

Providing cement plaster in 12mm thickness and proportion in cement morter 1:3 including smooth finishing, curing, scaffolding etc. complete for all leads and lifts as under. For Canal on/off condition & Difficulty in Transportation.

Providing cement mortar pointing to the stone masonary in cement mortar 1:1 proportion as under after racking out joints 20mm deep including smooth finishing, curing, scaffolding etc. complete for all leads and lifts. For Canal on/off condition & Difficulty in Transportation.

Providing & fixing in position structural steel/chequered plate including fabrication by cutting welding and one coat of red oxide both side etc. complete.

Manufacture, Supply and erection of vertical gate consisting gate leaf, stiffners, rubbre seal, embedded parts as shown in drawings including cost of all materials, fabrication, painting, erection in position with all accessories as per drawing and specification. (A) 1.43m to 1.43m Size Pipes Types Gate.

Providing and fixing M.S. outlet of 200mm dia with necessary locking arrangement in the chamber as directed etc. complete.

Ekta Construction

B M Construction

SHRI P. L. PATEL

M/s D. H. Patel and Co

M/S Jai Shri New Chamunda Construction Co