RUB Improvement Works and other misc work of RUB between Madar to New Rewari (REJN) Section in the jurisdiction of CGM/JP.

Item Breakup - A-Schedule A (DSR 2023)

2.8/2.8.1 - Earth work in excavation by cum 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. WDFC FIELD UNIT-JAIPUR-CIVIL/WDFC

2.9/2.9.1 - Excavation work by mechanical cum means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock

2.25 - Filling available excavated earth cum (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.

2.25(a) - Excavating, supplying, stacking and cum filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.

4.1/4.1.5 - Providing and laying in position cum cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

4.1.2 - 1:1½:3 (1 Cement: 1½ coarse sand cum (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

4.3/4.3.1 - Centering and shuttering including Sqm strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns

4.3.2 - Retaining walls, return walls, walls (any Sqm thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

5.1/5.1.2 - Providing and laying in position cum specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

5.2/5.2.2 - Reinforced cement concrete work in cum walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to f loor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.9/5.9.1 - Centering and shuttering including Sqm strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

5.9.2 - Walls (any thickness) including attached Sqm pilasters, butteresses, plinth and string courses etc. WDFC FIELD UNIT-JAIPUR-CIVIL/WDFC

5.22/5.22.6 - Steel reinforcement for R.C.C. Kg work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

10.2 - Providing and fixing bolts including nuts Kg and washers complete.

10.25/10.25.2 - Steel work welded in built up Kg sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

12.50 - Providing and fixing precoated Sqm galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer- in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

26.35/26.35.3 - "Providing and injecting Kg approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.)" Epoxy injection grout in concrete/RCC work of approved make

15.2/15.2.1 - Demolishing cement concrete cum manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) Total 39083295.04

Item Breakup - B-Schedule-B (NS Items)

NS/1 - Filling Gap between wall joints with Metre 1:1.5:3 concrete mixed with anti shrinkage compound @ 20% of gap between wall joints

NS/2 - Filling Tie rod holes with 1:1.5:3 Numbers concrete mixed with anti shrinkage compound @ 20% of tie rod hole

NS/3 - Filling of weep hole by removing PVC Numbers pipe and filling with 1:1.5:3 concrete mix with antishrinkage compound @ 20% Total 241316.41