Remodeling of Moonawali Minor from RD 0 to 23000-Tail

Amount

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead In cement mortar as per HSR item No. 5.7.4

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead Nominal concrete 1 :2:4 or leaner mix (i/c equivalent design mix) as per HSR item No. 5.23.2

Demolishing R.C.C. work manually/ by mechanical means cum including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per HSR Item No. 5.25

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 as per HSR Item No. 4.14.1

Excavating, supplying and filling of local earth (including royalty) cum by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete as per HSR Item No. 4.33

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 1.5 m in all kind of soil as per HSR Item No 4.12.1

Earth work for 'Lip-cutting' for lining of irrigation channels, inclusive of all allowances, lead and dressing by mechanical/ mannual means 0 to 1.5m depth. As per HSR Item No 14.24.1

Supply of Polythene 150 micron (NS)

Laying of 150 micron Polythene (NS)

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns as per HSR Item No. 6.29.1

Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts as per HSR Item No. 6.29.3

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies as per HSR Item No 6.30.3

Dismantling of flexible pavement by Mechanical Means as per HSR Item No. 17.3

Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications as per HSR Item No. 17.13

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications as per HSR Item No. 17.22.1

Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications as per HSR Item No. 17.26.2

Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. as per HSR Item No. 17.36.3

Recovery GSB received from dismentalling

Recovery WBM received from dismentalling

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, 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 below plinth level Thermo-Mechanically Treated bars of grade Fe-500D kg as per HSR Item No 6.33.6

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with 10 mm cement plaster (1 :5) form work, dressing, curing and preparation of sub grade (75 mm thickness) as per detail attached

1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size) as per HSR Item No. 6.1.6

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 agitated 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 (Note :- 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) M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) as per 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 cement concrete work, 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 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 up to plinth level as per 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 cement concrete work, 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 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 as per HSR item No 6.25.2

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) as per HSR Item No. 7.21.1

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:3 (1 cement: 3 coarse sand) as per HSR Item No. 7.21.1

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1 :2 (1 cement: 2 fine sand) including testing of joints etc. complete 300 mm dia. R.C.C. pipe as per HSR Item No. 22.168.4

Providing, lowering of RCC pipe 900mm dia NP3 spigot as per HSR chapter No. 2 Item No 21.95.2

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead up to 600 mm dia as per HSR Item No 5.53.1

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead above 600 mm dia as per HSR Item No 5.53.1

Filling expansion joints, with special impervious hot pour, 12.5 mm wide as per HSR Item No. 14.18

Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8- 1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications Ordinary kilometre stone (precast) as per HSR Item No. 34.27.2

Reinforced cement concrete M 15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting as per HSR Item No. 34.28

First class dry flat brick flooring or paving in ordinary bonded courses or bound laid as described in Item No 21.13 as per HSR Item No 21.14

Demolishing dry brick pitching in floors, drains etc. including cum stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per HSR Item No 5.6

Fixing control points by Differential Global Position System (DGPS) instrument at every One Km. along the both side of points) canal including collection of necessary data etc as per HSR Item No 14.48

Extra allowance for form work in concrete lining In Bed as per HSR Item No 14.16.1

Providing computerised detailed cross section drawings in two copies at 100 m interval with actual profile of river (levels at every 30m. distance along cross section) on A-3 size paper with scale 1 cm = 15m or 1 cm = 30m which is suitable as per site condition. (a) up to 1 00 c as per HSR Item No 14.16.1

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level 1 :2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) as per HSR Item No. 6.14.2

Supply of APM Block

Dismantling of APM Block

Credit for material available from dismentaling (a) Old brick masonary

Credit for material available from dismentaling (a) Old RCC pipe NP-2 300 mm dia @ Rs. 391x70% of supply rate 273.70

Credit for material available from dismentaling (a) Old Steel Bars

Credit for material available from dismentaling (a) Old RCC pipe NP-3 900 mm dia @ Rs. 3762x70% of supply rate 2633.40

Jagvinder Singh Contractor

M/s Shivji Singla and Sons