Remodeling of Gurusar Minor from RD 0 to 29965-Tail.

Amount

Dismanting of flexible pavement by machanical means HSR item No. 17.3

Constuction 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 specification HSR item No. 17.13

Providing, laying, spreading and compacting stone aggregates of specific size 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. 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 mechianical broom as per techinical clause 503 of MORT&H specification. HSR item No. 17.26.2.

Providing and laying of premix sand seal coat premixsed in continuous type HMP of appropriate caacity 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 specification .HSR item No. 17.36.3

Credit of GSB received from dismenteling

Credit of WBM received from dismenteling

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

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 direction of Engineer - in­charge. as per HSR 5.25

Earth work in excavation by mechanical means( Hydralic exeauator)/ mannal means in foundation frenches or drains ( not exceeding 1.5 m 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 soil as directed within a lead of 50 m as per 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 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 sheet 150 micron

Centering and shuttering including strutting, propping etc. andremoval of form work for :cum Foundations, footings, bases for columns as per HSR item No.6.29.1

Laying of 150 micron polythene sheet

Centering and shuttering including strutting, propping etc. andremoval 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 and sqm as per HSR item No. 6.30.3

Steel reinforcement for R.C.C. work, where not included in thecomplete 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 or more).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 subgrade as per directions of Engineer-in-charge.(75mm 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 :1:3:6 (1 Cement: 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 20 mm nominal size) in position cement concrete of specifiedgrade excluding the cost of centering and shuttering - All workbelow plinth level and up to Floor IV level as per HSR item No. 6.1.4

Providing and laying in position ready mixed plain cementconcrete, with cement content as per approved design mix andmanufactured in fully automatic batching plant and transported tosite of work in transit mixer for all leads, having continuousagitated mixer, manufactured as per mix design of specifiedgrade for plain cement concrete work, including pumping ofR.M.C. from transit mixer to site of laying and curing, excludingthe cost of centering, shuttering and finishing, including cost ofcuring, admixtures in recommended proportions as per IS: 9103to accelerate/ retard setting of concrete, improve workabilitywithout impairing strength and durability as per direction of theEngineer-in-charge.(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 for sleepers). M-15 grade plain cement concrete (cement content considered @ 240kg/cum)as per HSR item No. 6.22.2.2

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

Providing and laying in position machine bathed mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 work up to 330 kg cum plinth level as per HSR item No. 6.25.1

Providing and laying in position machine bathed mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 work up to 330 kg cum plinth 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)

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: 4 coarse sand) as per HSR Item No 7.21.1

Supply and lowering RCC pipe 900 mm dia NP-3 spigot

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 as per direction of Engineer-in-charge aboveto 600 mm dia as per HSR item No. 5.53.2

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

Kilometre Stone 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

Boundary pillar 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

Extra allowance for form work in concrete lining in bed as per HSR Item No. 14.16.1

First class dry brick on edge flooring or paving in ordinary boundedcourses or bound, laid as described in item no.21.13. as per HSR item No. 21.14

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

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 cs as per HSR item No. 14.49

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

Dismantling of APM block item No 14.55.3.1

Supply of APM block

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

(b) old steel Bar

(c) old RCC pipe NP-3 900 mm dia

M/s Shivji Singla and Sons