Rehabilitation and Modernization of Fatehpur Branch Canal from km 31.400 to km 169.600

Amount

Earthwork in bed, side slope, berm upto design canal section of Fatehpur Branch in all type of soil with rehandling charges including clearance of jungle 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

Excavation in foundation in ordinary soil/ sandy loam, clay or sand including lift upto 1.5 m and lead upto 30 meter including filling, watering and ramming of excavated earth into the trenches or upto the space and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m from the foundation trench.

Earth work in canals with manual compaction and dressing with the following discharges (above 10 cumecs)

Hiring 5HP diesel pump including operator & P.O.L.

Providing and Laying Cement Concrete in in 1:3:6 with (cement:coarse sand:20-40 mm gauge stone grit) below foundation with mechanical mixing, compacting with vibrator & proper curing including all materials, labour, T&P etc. 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 and 2 cm gauge approved stone ballast conforming to Grade of concrete not less than M20, with mechanical mixing & mechanical vibration with proper curing excluding supply of reinforcement and binding the same with 24 BWG winding wire and necessary centering and shuttering etc. and also including supply of all materials and tools and plants etc. required for proper completion of work

R.C.C works with cement approved coarse sand and 2 cm gauge approved stone ballast conforming to M25 grade of concrete excluding supply of reinforcement and binding the same with 24 BWG winding wire and necessary centering and shuttering etc. and also including supply of all materials and tools and plants etc. required for proper completion of work

R.C.C works with M30 Grade concrete with concrete mixer as per MORTH Specification.

R.C.C works with cement approved coarse sand and approved stone ballast conforming to M35 grade excluding supply of reinforcement and binding the same with 24 BWG winding wire and necessary centering and shuttering etc. and also including supply of all materials and tools and plants etc. required for proper completion of work

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 for RCC work including Cost of materials in bridges upto 10m span above 5m span with staging

Class 150 brick work in 1:4 cement and coarse sand mortar of 2.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc, required for proper completion of the work.

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.

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.

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.

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

Provided bored cast-in-situ vertical piles excluding steel teinforcement and initial load test but including routine tests complete as per drawing and technical specifications sections 1100 and 1700

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.

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.

Finishing walls with water proofing cement paint of approved make such as super snowcem, Durocem, Supercem, quality of required shade on new wall surface (two coats) over one coat of white cement primer to give an even shade after throughly brushing the surface to remove powdered materials including curing and cost of all materials

Supplying and laying Inverted Filter below Boulder Apron as per technical specification and direction of Engineer-in-charge

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

Providing and laying boulder apron complete as per site condition for restoration of scoured bed near floor.

65mm thick wearing coat with M30 Grade concrete with concrete mixer as per MORTH Specification.

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

Construction of RCC Railing of M30 Grade in situ with 20mm nominal size aggregate, true to line and grade tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000 mm, leaving adequete space between vertical posts for expansion, complete as per approved drawings and technical specifications.

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

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.

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

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. I. Steel gate including embedded parts

II. Hoist with Hoist Capacity

III. Support Steel Structure

20mm thick cement plaster in 1:2 consisting of one part of cement and 2 parts of approved coarse sand laid in pannels, finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials, labour and T&P etc. required for proper completion of work.

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 cost of collar.

Supplying & fixing of NP2 Hume Pipe Collar of dia 75mm 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 cost of collar.

Supplying & fixing 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 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 cost of collar.

Supplying & fixing 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 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 cost of collar.

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

Providing Cement pointing with 1:2 cement & coarse sand mortar

Providing shotcrete on old damage concrete/masonry surface or on rock surfaces, comprising of cement, sand, coarse aggregates, water and quick setting compound in designed proportions having minimum density of 2000 kg/cum and strength not less than 25 MPA including preparation of surface by removal of old damaged concrete, cleaning by wire brush/ air water jet, including cost of all material, machinery, labour, T&P, cost of other incidental charges and testing as per relevant specifications etc complete. For average 40mm thick layer.

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 45 of this Bill of Quantities

GHANARAM INFRA ENGINEERS PRIVATE LIMITED