|
| 1 | Demolishing cement concretemanually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1 :2:4 or leaner mix (i/c equivalent cum design mix) as per HSR item No. 5.23.2. |
| 2 | Demolishing brick work manually/ by mechanical means as per HSR item No. 5.7.4 |
| 3 | Demolishing R.C.C. work manually/ bymechanical means cum including stacking of steel bars anddisposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge. as per HSR Item No. 5.25 |
| 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, includingpumping ofR.M.C. from transit mixer to site oflaying and curing, excludingthe cost ofcentering, shuttering and finishing, including cost ofcuring, admixtures inrecommended proportions as per IS: 9103to accelerate/ retard setting of concrete,improveworkabilitywithout impairing strength and durability as per direction oftheEngineer-in-charge.(Note :-Less cement used as per design mix isrecoverable. However no extra payment shall be made ifexcesscement is used as per design mix for sleepers). M-15 grade plain cement concrete (cement content considered @240kg/cum)as per HSR item No. 6.22.1.2 |
| 5 | Providing and laying inposition ready mixed M-25 grade concrete forreinforced cement concrete work, using cement content asperapproved design mix, manufactured infully 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 ofadmixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting ofconcrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All works up to plinth level as per HSR item No. 6.24.1 |
| 6 | Providing and laying inposition ready mixed M-25 grade concrete forreinforced cement concrete work, using cement content asperapproved design mix, manufactured infully 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 ofadmixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting ofconcrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All works up to plinth level as per HSR item No. 6.25.2 |
| 7 | Centering andshuttering including strutting, propping etc.And removal of form work for Columns, piers, abutments, pillars, posts and struts as per HSR item No. 6.29.1 |
| 8 | Centering andshuttering including strutting, propping etc.And removal of form work for Columns, piers, abutments, pillars, posts and struts as per HSR item No. 6.29.2 |
| 9 | Centering andshuttering including strutting, propping etc.and removal of form for Suspended floors, roofs, landings, balconies and sqm as per HSR item No. 6.30.3 |
| 10 | 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 inall respect below plinth level (Thermo-Mechanically Treated bars of grade Fe-500D kg or more).as per HSR item No 6.33.6 |
| 11 | 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 |
| 12 | Earth work inexcavation bymechanical means (Hydraulic excavator) All kinds of soilas per HSR No. 4.12.1 |
| 13 | Excavating, supplying and filling of local earth (including royalty) cum by mechanicaltransport up to alead 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.HSR item No 4.33 |
| 14 | 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 kinds of soil. as per HSR Item No. 4.14.1 |
| 15 | First class drybrick onedge flooring orpaving inordinary boundedcourses or bound, laid as described .HSR item No 21.14 |
| 16 | Filling expansion joints, with special impervious hot pour, 12.5 mm wide as per HSR item No. 14.18 |
| 17 | Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying theexisting bituminous road surface toadepth of50mmanddisposal of scarified material with inallliftsandlead upto1000 metres, as per technical clause 202 of MORT&H specifications as per HSR item No. 17.4 |
| 18 | Finishing wall with acrylic smooth exterior paint of required shade HSR item No 11.95.1 |
| 19 | Providing and laying RCC pipe 900 mm dia NP-3 spigot as per HSR Item No 21.95.8 |
| 20 | Extra allowance for form work in concrete liningIn Bed as per HSR Item No 14.16.1 |
| 21 | Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ bymechanical means and stacking the pipes with in standard lead as per direction of Engineer in charge above to 600mm dia as per HSR item No 5.53.2 |
| 22 | 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. |
| 23 | Kilometre Stone Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing inposition including painting and printing etc complete as per technical clause 804 ofMORTH Specifications Ordinary kilometre stone (precast) as per HSR item No. 34.27.2. |
| 24 | Fixing of O/L’s of Disty. APM Block (L.S.) |
| 25 | Laying 150 MM micron polythene sheet under CC M-25 |
| 26 | Earth work for lip cutting for lining of Irrigation Channel as per HSR item No. 14.24.1 |
| 27 | Supply of 150 mm micron polythene |
| 28 | Dismantling of flexible pavement by Mechanical Meansas per HSR Item No. 17.3 |
| 29 | 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 |
| 30 | 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 specificationsas per HSR Item No. 17.22.1 |
| 31 | Providing and applying tack coat withpenetration grade bitumen VG - 10 usingbitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granularsurface cleaned with mechanical broom as pertechnical clause 503 of MORT&H specificationsas per HSR Item No. 17.26.2 |
| 32 | Providing and laying of premix sand seal coatpremixed in continuous type HMP of appropriatecapacity not less than 75 tonnes/ hours usingspecified fine aggregates and penetration gradebitumen @0.68 kg/sqm laid to specified levels,grade and cross fall complete as per technicalclause 511 of MORT&H specifications.as per HSR Item No. 17.36.3 |
| 33 | Recovery GSB received from dismentalling |
| 34 | Recovery WBM received from dismentalling |
| 35 | Dismantling of APM Block |
| 36 | Demolishing brick work manually/ by mechanical means as per HSR item No. 5.6 |
| 37 | Credit old brick macasonary of dismantled material |
| 38 | Credit of old RCC pipe 900 mdia NP3 RCC pipe |
| 39 | Credit of Steel |
| 40 | mortar. |
