Maintenance work of Sector-16B for three years, Greater Noida.

Cleaning jungle including up rooting of rank, vegetations grass, push, wood trees and samplings of grith upto 30cms. measured at a height of 1 M. above ground level and removal of rubbish up to a distance of 50M. Out side periphery of area cleared. (SOR-20/259(i))

Same as above 259(i) above but grass only (SOR-20/259(a)

Tractor with trolley including POL & driver. (SOR-20/S.No-19)

Supply of labour. (SOR-20/SN-12)

Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR/251 (A)/4.1.1)

Extra rates for quantities of works, executed: In or under water and/or liquid mud, including pumping out water as required (DSR-18/2.24.1/AR)

Cartage of earth or fly ash when added to schedule item no. 253 : IInd Km. and beyond (SOR-20/261(C))

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

All kinds of soil (DSR-18/2.28.1/AR)

Tractor with trolley including POL & driver. (SOR-20/S.No-19)

Supply of labour. (SOR-20/SN-12)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work (DSR-18/13.99.1)

M-150 brick work in 1:6 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305) Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A))

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2)

Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/279) Same as above item no 279 but with 2cm gauge stone grit instead of 4cm gauge stone ballast. (SOR-20/279(a)

White washing one coat including supply of all materials, labour, Tools & Plants etc. required for proper completion of the work. (SOR-20/671/16.01)

Providing JCB with driver and including POL (AR/GNIDA)

Tractor with water Tanker with cost of water including P.O.L. (SOR-20/SN027

Providing and fixing SFRC cover over chamber. (with frame) 50mm thick. (AR/GNIDA)

size 600x600mm (Heavy duty)

Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work

8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08)

Providing and laying I Shaped Interlocking tiles Rubber moulded 80mm thick precast cement concrete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including averege 50mm Thick Compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to ISI-15658-2006 SOR/A.R. Grey colour.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DSR-18/16.69)

Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) (DSR-18/16.85)

Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II)

RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II)

Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level

Mild steel and Medium Tensile steel bars (DSR-18/5.22.1/AR)

Supply of Dewatering Pump 10 HP (MORTH Sno-109, Chapter-20/P746)

M-150 brick work in 1:6 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305) Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A))

Supply and fixing RCC Direction board of size 2000x510x80 make in concrete 1: 1½ : 3 including reinforcement, shuttering etc. all complete for proper of work as per direction of Engineer in Charge (AR/GNIDA)

Cement conrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/279) Same as above item no 279 but in proportion of 6:3:1. (SOR-20/280)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work (DSR-18/13.99.1)

Repainting letters up to 2.5 cm. size including supply of all materials, labours & tools and plants etc. required for proper completion of the work. (SOR-20/21.5/820)

As in item 520 above but size above 8 cm, but up to 15 cm (SOR-20/21.07/822)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (DSR-18/10.25)

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DSR-18/10.25.2)

Road marking with Hot applied Thermoplastic compound with reflectorising Glass beads on Bituminious surface

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. (SOR-2020/New item/Sr.No.19.01)

Supplying at site : R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately). (DSR-18/16.15.1)

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) (DSR-18/15.7.4)

Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. (DSR-18/16.17)

With G.I. barbed wire (DSR-18/16.17.1)

Painting with aluminium paint of approved brand and manufacture to give an even shade: One or more coats on old work (DSR-18/100.1)

Labour cess and GST will be paid extra as per Govt. orders.