Construction of pump house at RD. 201500 of Rajasthan Link Channel

Amount

Earth Work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-charge. All kind of Soil ( HSR item No. 4.12.1)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kind of Soil ( HSR item No. 4.14.1)

Earth Work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-charge with Lead of 180 mtr ( HSR item No. 4.12.1+3.2.2)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 Cement : 4 coarse sand) (HSR item No. 7.21.1)

Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in: cement mortar 1:4 (1 Cement : 4 coarse sand) (HSR item No. 7.22.1)

Providing and laying in position ready mixed plain cement concrete with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agigated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer -in- charge. All works upto Plinth level :M-15 grade plain cement concrete cum (cement content considered @ 240 kg/cum) (HSR item No. 6.22.2.2)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced concrete works, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer -in- charge. (Note : Cement content considered in this item is @330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix) All works upto Plinth level (HSR item No. 6.25.1)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced concrete works, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer -in- charge. (Note : Cement content considered in this item is @330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix)All works above plinth level up to floor IV level (HSR item No. 6.25.2)

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns (HSR item No. 6.29.1)

Centering and shuttering including strutting, propping etc. and removal of form work for : lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR item No. 6.30.5)

Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, Pillars, Piers, Abutments, Posts, Strutss (HSR item No. 6.29.3)

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) Flush/Ruled/Struck or weathered pointing (HSR item No. 11.25.1)

Painting two coats on New concrete surfaces Painting two coats after filling the surface with synthetic enamel paint on new plastered concrete surfaces (HSR item No. 34.49)

Filling cement bags with sand, sewing and laying in position within 30 metres in water including cost of strings by mechanical/ mannual means (HSR item No. 16.27)

Sign Board(N.S.)@5000/Each

Steel reinforcement for R.C.C work where not include in the complete rate of R.C.C, including straightening, cutting, bending, placing in position, binding wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect (Note:- Reinforcement shall be measured in length including hooks, if any, seperately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of bindings & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement). Thermo-Mechanically Treated bars of grade Fe-500D (HSR item No. 6.33.6+6.34.6)

Providing weep holes in brick masonary/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pip, extending through the full width of the structure with slope of 1V:20H towards drawing force. Complete as per drawing and MoRT&H specifications (HSR item No.27.15)

Sand Filling in abutments complete as per Drawing and Technical Specifications MORT&H clause 1207 (HSR item No. 15.26.1)

Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. (HSR item No.9.35)

Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloycoated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS:801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO- V8i/ArchitekV2.5.16/ Rivet architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L- Shaped Angles for better structural stability. The framing section shall be cold form C- type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. (HSR item No.9.46.1).

12 mm cement plaster of mix 1 :3 (1 cement: 3 fine sand) (HSR item No.11.5.2)

Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe.(HSR item No.23.4.1.2)

Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required.(HSR item No.23.4.1.2)

Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for Earthing , including providing 1 no 15/16 Amp 3/6 pin Modular type socket and 1 no 15/16 Amp Modular type switch required GI Box ,modular face plate etc complete as required.(HSR item No.23.4.1.2)

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover.(HSR item No.13.37.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and upto floor IV level:1:4:8(1 Cement : 4 coarse sand (zone-III) : 8 graded cum stone aggregate 40 mm nominal size. (HSR item No.6.1.6)

Providing and laying 80mm thick factory made cement concrete interLocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.(HSR item No.10.77)

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THE IRSHAD CO-OP L&C SOCIETY LTD