construction of concrete works of the canal between Km 8.800 to 18.800 of Bankatwa canal in Tulsipur tehsil of district Balrampur

Amount

Supply of Hume Pipe

Earth work in digging foundation for structures in all type of soil including lead upto 30.00m, lift upto 3.5m. and its proper disposal and as per direction given by engineer in charge required for proper completion of work including cost of all T.& P., labour etc.

Earth work in Making sub grade in lining work including watering, compaction and preparation of surface as per directions of engineer-in-charge required for proper completion of work including cost of all T.& P., labour etc.

Spreading cement slurry 1:3 over prepared subgrade for lining work with portland cement one coat including cost of all material, labour T&P etc. required for proper completion of work as per directions of engineer-in-charge.

Laying CC A40-M15 in foundation of structures with cement (OPC 43 grade) corse sand of F.M. not less than 2.0 and hard stone ballast (20-40 mm size) including lead upto 60.00m, lift upto 3.0m. mechanical mixing & mechanical vibration including cost of centering and shuttering required for proper completion of work including cost of all T.& P., labour etc.

Laying CC A20-M20 in foundation of structures with cement (OPC 43 grade) corse sand of F.M. not less than 2.0 and hard stone ballast (10-20 mm size) including lead upto 60.00m, lift upto 3.0m. mechanical mixing & machanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all T.& P., labour etc.

Laying CC A10-M20 (1:1.5:3) with cement (OPC 43 grade) corse sand of F.M. not less than 2.0 and hard stone ballast (4.75-10 mm size) including lead upto 60.00m, lift upto 3.0m. mechanical mixing & machanical vibration including cost of centering and shuttering required for proper completion of work including cost of all T.& P., labour etc.

Laying RCC A20-M20 in foundation of structures with cement (OPC 43 grade) corse sand of F.M. not less than 2.0 and hard stone ballast (10-20 mm size) including lead upto 60.00m, lift upto 3.0m. mechanical mixing & machanical vibration but excluding cost of centering and shuttering required for proper completion of work including cost of all T.& P., labour etc.

Centering and shuttering for R.C.C work in different parts of structures in Rapti Main Canal with all leads and lift required for proper completion of work including cost of all T.& P., labour etc.

Cutting ,bending, binding & placing TMT steel for reinforcement with cost of binding wire. in all structures required for proper completion of work including cost of all materials, labour carriage, rehandling and T&P etc.

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom with medium setting bitumen emulsion on W.B.M / W.M.M. @ 0.4kg/sqm

2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt

First class bricks work in 1:4 cement mortar with sand of 2.0 F.M. including cost of all material, lead, lift labour, and T&P etc. per cum.

Supplying and fixing 1200mm dia R.C.C. Hume pipe (NP-3)

Supply and filling local sand in pits as per directions of Engineer-in-charge required for proper completion of work including cost of all T.& P., labour etc.

Providing and supplying Prestressed Concrete Cylinder Pipes suitable for sliding ovrelap weld joint or confined rubber ring joint with necessary rubber ring of following class and diameter including cost of transportation, inspection charges to store, transit insurance, unloading and stacking excluding GST levied by GOI & GOM in all respect etc. complete.

Lowering, Laying and Jointing in proper grade and alignment Prestressed Concrete Cylinder Pipes (PCCP) with welding & mortor coating joints including cost of conveyance from stores to site of works, loading, unloading, hoisting, all labour involved,etc.complete but excluding cost of rubber rings (For all class of pipes)

Dry brick on edge pitching including preparation of sub grade and filling joints with local sand including cost of sand and cost of all material, lead, lift labour, and T&P etc.

Dismantling the old and damaged brick on edge soling and stacking dismantled bricks.

Relaying brick on edge pitching by reusing dismantled brick soling including T&P etc. complete as per direction of Engineer-in-charge

Cement pointing in 1:2 (flush) cement mortar with sand of 2.0 F.M. on exposed surface of brick masonry including cost of all material, lead, lift labour, and T&P etc.

Brick on edge flooring with 1:4 cement mortar including cost of all material T.& P., labour etc.

Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints.

Providing and fixing in position pre-moulded joint filler 2.5 cm wide, 15 cm deep in expansion joints or in required location including cost of all materials, T&P etc. complete as per direction of Engineer-in-charge

Providing and fixing precast RCC I-section pillars with CC A10-M20 with cement (OPC 43 grade) corse sand of F.M. not less than 2.0 and hard stone ballast (4.75-10 mm size), steel wire of 4mm including lead upto 60.00m, lift upto 3.0m. mechanical mixing & mechanical vibration including cost of centering and shuttering required for proper completion of work including cost of all T.& P., labour etc. (I-section to be casted by contractors in supervision of Engineer-in-charge)

Providing and fixing hectometer stone of size 3"x4"x2' including cost of all T.& P., labour etc. required for proper completion of work as per directions of Engineer-in-charge.

Providing and fixing kilometer stone of size 6"x9"x3' including cost of all T.& P., labour etc. required for proper completion of work as per directions of Engineer-in-charge.

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete on concrete work. Colour scheme should be as per directions of engineer-in-charge.

Painting hectometer stones including cost of material and labour etc. required for proper completion of work as per directions of Engineer-in-charge. Colour scheme should be as per directions of engineer-in-charge.

Painting kilometer stones including cost of material and labour etc. required for proper completion of work as per directions of Engineer-in-charge. Colour scheme should be as per directions of engineer-in-charge.

Writing letter on sign board / boundary pillar/kilometer stone/hectometer stone 50 to 80 mm in size including cost of material and labour etc. required for proper completion of work as per directions of Engineer-in-charge. Colour scheme should be as per directions of engineer-in-charge.

AKANKSHA ASSOCIATES (BID ID -5592758)

M/S PRABHAT TRADERS (BID ID -5592504)

M/ S A P SHUKLA AND COMPANY (BID ID -5592568)

ASHUTOSH KUMAR VERMA (BID ID -5591257)