Rehabilitation and Modernization of West Allahabad Branch Canal from km 0.000 to km 113.632and Fatehpur Branch Canalfrom km 0.000 to Km 31.400

Amount

Earthwork in bed, side slope, berm upto design canal section of West Allahabad Branch & Fatehpur Branch Canal in all type of soil with rehandling charges including jungle clearances from surface before restoration of both banks, placing excavated earth in 20cm thick layer, dressing the surface to required level and slopes by mechanical compaction, depositing surplus earth on side of the both banks with proper levelling, dressing & mechanical compaction in proper shape with all leads, lifts, T&P, equipment required for rehandling of earth, labour, lighting arrangement or any other activities required for proper completion of work.

Dismantling brickwork or stonework and cement concrete in cement mortar and including stacking of material with in a distance of 60M as per direction of Engineer-in-charge

Earth work in foundation in dry ordinary (Loam, clay or sand) including lift upto 1.5 m and lead upto 30 m and including filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus earth as directed by the engineer in charge upto a distance of 30 m from the foundation trench. (i) For Structures (Canal VRB, DRB, PRB and other hydraulic structure)

Earth work in cutting or in embankment in ordinary Soil, excavation to be in the form of irregular pits and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to the required level and slopes and also including 1.5 m lift and 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 m distance as directed by the Engineer-in-Charge. (i) In main and Branch above 30 cumecs discharge

Hiring Charges for diesel pump (5HP) including operator and P.O.L.

Providing and Laying Cement Concrete in 1:3:6 with [cement : coarse sand (Fineness Modulus not less than 2.25) : 40 mm gauge stone grit] with mechanical mixing & proper curing including all materials, labour, T&P etc. but excluding the cost of necessary centering and shuttering as per direction of Engineer-in-Charge.

P.C.C works with cement, approved coarse sand (Fineness Modulus not less than 2.25) and 20mm gauge approved stone ballast conforming to Grade of concrete not less than M15, with mechanical mixing & mechanical vibration and proper curing excluding supply of necessary centering and shuttering etc. but including supply of all materials, labour, tools and plants etc. required for proper completion of work as per direction of Engineer-in-Charge.

R.C.C works with cement, approved coarse sand (Fineness Modulus not less than 2.25) and 20mm gauge approved stone ballast conforming to Grade of concrete not less than M20, with mechanical mixing & mechanical vibration and proper curing excluding supply of reinforcement and binding the same with 24 BWG binding wire and necessary centering and shuttering etc. but including supply of all materials, labour, tools and plants etc. required for proper completion of work as per direction of Engineer-in-Charge.

R.C.C works with cement, approved coarse sand (Fineness Modulus not less than 2.25) and 20mm gauge approved stone ballast conforming to Grade of concrete not less than M25, with mechanical mixing & mechanical vibration and proper curing excluding supply of reinforcement and binding the same with 24 BWG binding wire and necessary centering and shuttering etc. but including supply of all materials, labour, tools and plants etc. required for proper completion of work as per direction of Engineer-in-Charge.

Providing and laying of RCC M30 Grade concrete in superstructure for approach slab excluding reinforcement and including all leads of all construction materials curing, finishing & form work etc. complete as per specification caluse 2704.

R.C.C works with M35 Grade concrete with concrete mixer with per MORTH Specification.

Supplying and placing in position of Reinforcement including cutting, bending, binding (with 24 BWG binding wire) and including labour, tools & plants, carriage, loading unloading and stacking of all materials at site for proper completion of works at all respect.

Centering & Shuttering of CC Work including rent of shuttering material, labour and T&P required for proper completion of work a) For Transitions, outlets, Head Regulators & Cross Regulator

b) For Bridges

Supplying, fitting and fixing in position true to line and level Sliding Plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MORTH Specifications.

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Morth Specification 1100,1600 & 1700)

Vertical load testing (initial) of piles in accordance with IS 2911 (Part - IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification and upto 50 tonne capacity pile.

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

Class 150 brick work in 1:4 cement and coarse sand mortar including supply of all materials, labour and tools and plants etc., required for proper completion of the work.

20mm Cement plaster in two coats, backing coats 17mm and finishing coat 3mm thick (of neat cement and marble dust in ratio 5:1) on rough side of single or half brick interior plastering upto floor two level including internal rounded angles with 1 cement : 3 Coarse Sand

Finishing walls with water proofing cement paint of approved manufacturers such as super snowcem, Durocem, Robiacem, Guttercem, supermen quality of required shade on uncoated wall surface (one coat) over one coat of white cement primer to give even shades after thoroughly brushing the surface to remove all dirts and remains of loose powdered materials including curing and cost of all materials and one coat of water proof cement paint after the first coat to give an even shade.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Filling with local sand between CC Blocks including supply of material and labour cost as per drawing and direction of Engineer-in-charge

Supplying and Fixing 100mm dia Galvanized mild steel tubes (medium grade) IS: 1239 (Part I)-1979 complete with fitting, including testing and refitting etc. complete for drainage spout

Supplying and fixing of NP2 Hume Pipe of dia 150mm including carriage & Labour charges for loading, unloading & laying in proper position including fitting, fixing with collars and fixing the joints with cement mortar 1:2 and jute packing including the cost of cement , sand and jute packing required for proper completion of work as per direction of Engineer-in-Charge but excluding the cost of collar.

Supplying of NP2 Hume Pipe Collar of dia 150mm including all required for proper completion of work as per direction of Engineer-in-Charge.

Supplying and fixing of NP2 Hume Pipe of dia 125mm including carriage & Labour charges for loading, unloading & laying in proper position including fitting, fixing with collars and fixing the joints with cement mortar 1:2 and jute packing including the cost of cement , sand and jute packing required for proper completion of work as per direction of Engineer-in-Charge but excluding the cost of collar.

Supplying of NP2 Hume Pipe Collar of dia 125mm including all required for proper completion of work as per direction of Engineer-in-Charge.

Supplying and fixing of NP2 Hume Pipe of dia 100mm including carriage & Labour charges for loading, unloading & laying in proper position including fitting, fixing with collars and fixing the joints with cement mortar 1:2 and jute packing including the cost of cement , sand and jute packing required for proper completion of work as per direction of Engineer-in-Charge but excluding the cost of collar.

Supplying of NP2 Hume Pipe Collar of dia 100mm including all required for proper completion of work as per direction of Engineer-in-Charge.

Supplying and fixing of NP2 Hume Pipe of dia 75mm including carriage & Labour charges for loading, unloading & laying in proper position including fitting, fixing with collars and fixing the joints with cement mortar 1:2 and jute packing including the cost of cement , sand and jute packing required for proper completion of work as per direction of Engineer-in-Charge but excluding the cost of collar

Supplying of NP2 Hume Pipe Collar of dia 75mm including all required for proper completion of work as per direction of Engineer-in-Charge.

Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate (including embedded parts hoisting arrangement & hoisting support structure) with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets, wedges, lifting rods etc., with all accessories including frame & gate complete set as per relevant IS code for Canal Cross, Escape, Head regulator /Tank head regulator including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70± 5 microns and finish coat(two coats)of solvent less coal tar epoxy paint as per relevant IS code, using airless spray to provide dry film thickness of 150± 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings, including packing & forwarding charges for structural steel components and other materials. 1. Steel Gate including Embedded Parts

2. Hoist with hoist capacity

3. Support Steel Structure

Providing & Fixing of PVC double seal with Bituminous Fill joint complete as per drawing and technical specification.

Supplying and Laying of boulder pitching (weight 25-30Kg) upto required measurements and location for proper completion of work in all respect including cost of Labours, tools and plant etc. as per direction of Engineer-in-Charge.

Providing and laying in position 65mm thick wearing coat consisting of M35 grade concrete with concrete mixture as per MORTH specifications as per drawings and Technical Specifications Section clause 500.

Reinforced Cement Concrete railing of M30 Grade including reinforcement complete as per drawing and Technical Specifications section 1500, 1700, 2200, 2300 and clause 2703.

Supply and laying one layer of tarfelt or any other equivalent approved material at the junction of wall and roof or at any place as per direction of Engineer-in-charge including necessary overlap, giving a coat of approved plastic paint below the tarfelt including supply of all materials, labour and T&P required for proper completion of work.

Greasing,oiling of component of lifting mechanism of gates (Excluding Rollers) after proper cleaning with replacing Grease cup/Grease Nipple as required including cost of all material, labour and T & P etc. required proper completion of work (a) For Gate Span upto 8.00m

Removal/dismantalling of exisiting hydro mechanical gates and it's hoisting arrangement.

All additional items of work, goods and services to implement the ESHS-MSIP except the items already covered under item no 01 to item no 44 of this Bill of Quantities

MSA CONSTRUCTION PRIVATE LIMITED