Maintenance work (Surface dressing, Jungle cleaning, drain cleaning, painting and other miscellaneous work) for three years in Sector Pi-1, Greater Noida.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m. All kinds of soil. (DSR-2018/2.28.1/P-75)

Cleaning jungle including up rooting of rank, vegitations grass, push, wood trees and samplings of grith upto 30 cms. Measured at a height of 1 M. above ground level and removal of rubbish up to a distance of 50 M. out side the periphery of area cleared. (SOR-20/4.06/259(i)) Same as above 259(i) above but grass only. (SOR-20/4.06/259(a))

Tractor with trolley including POL and driver. (SOR-20/Ch-2/SI. No. 19)

Supply of labour. (SOR-20/Ch-2/SI. No. 12)

Providing JCB with driver and including POL (SOR-20/Ch-2/SI. No. 31)

Tractor with water tanker with cost of water including P.O.L. (SOR-20/Ch-2/SI. No. 27)

Excavation in foundation in ordinary soil (Lorm,Clay or sand ) including lift upto 1.50 M. and lead upto 30 M. 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 removel and disposal of surplus earth as directed by the engineer incharge upto distance of 30 M.from the foundation trenchess.( where machine con not reach / move ). (SOR-20/4.01/251(a))

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 : 1st Km. (If lead is beyond 1/2 Km.). (SOR-20/4.08/261(b))

Excavation in foundation in ordinary soil (Lorm,Clay or sand ) including lift upto 1.50 M. and lead upto 30 M. 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 removel and disposal of surplus earth as directed by the engineer incharge upto distance of 30 M.from the foundation trenchess.( where machine con not reach / move ). (SOR-20/4.01/251(a))

Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead : (DSR-18/15.24/AR)

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/5.08/281)

M-150 Brick Work in 1:6 cement & fine sand 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. Same as item no. 303 but in 1:4 one cement & 4 fine sand of 1.25 F.M. mortar. (SOR-20/6.05/305) Same as item no. 305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. mortar. (SOR-20/6.05/305(a))

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

Cement Concrete with 4 cm 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-20/5.06/279) Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge stone ballast. (SOR-20/5.07/279(a))

Plain/Reinforceed cement concrete in open foundation complete as per drawing and technical specifiations. PCC Grade M25 using batching plant transit mixture and manual placing. MoRTH-20/9.06/D/Case-II

Providing and Laying I Shaped interlocking tiles Rubber mouided 80mm thick Precast cement concerete having plan dimension 200x(160+120mm) with compressive strength not be less than (M-40) and weight 5kg per no.specifications conforming to IS:15658-20006 (SOR-20/ch-1/28/AR)

Plain/Reinforceed cement concrete in open foundation complete as per drawing and technical specifiations.RCC Grade M25 using batching plant transit mixture and manual placing. MoRTH-20/9.06/E/Case-II

Steel Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo mechanically treated barsof grade Fe-500D or more. (DSR-18/5.22.6/AR)

Providing and fixing SFRC Cover over chamber. (without frame) 50mm thick. Size: 600x600mm (Heavy duty)

Providing and fixing SFRC Cover over chamber. (with frame) 50mm thick. Size: 600x600mm (Heavy duty)

Excavation in foundation in ordinary soil (Lorm,Clay or sand ) including lift upto 1.50 M. and lead upto 30 M. 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 removel and disposal of surplus earth as directed by the engineer incharge upto distance of 30 M.from the foundation trenchess.( where machine con not reach / move ). (SOR-20/4.01/251(a))

Supply and Fixing R.C.C. Direction board size 200x510x80mm mixing 1:1.5:3 including reinforcement all complete for completion of the work as per direction of engineer-in-charge. (AR/GNIDA)

Cement Concrete with 4 cm 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-20/5.06/279) Same as above item no. 279 but in proportion of 6:3:1. (SOR-20/5.07/280)

Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. paint to be used should confirm ISI no. 105/106/133-1950 (SOR-20/15.07/647)

Repainting letters 2.5 cm. size including supply of all materials, labours & tools and plants etc. required for proper completion of the work. (SOR-20/21.05/820) As in item 820 above but size above 2.5 cm. but up to 8 cm. (SOR-20/21.06/821)

Repainting border line upto 2.50 cm to 5.0 cm wide. (SOR-20/21.14/837(b))

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-2018/16.85/AR)

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-2018/16.69/AR)

White washing one coat including supply of all materials, labour, tool & Plants etc. required for proper completion of the work, (SOR-20/6.01/671)

Fencing with angle iron 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 on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire. (DSR-18/16.18.1/AR)

Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR-18/10.1/AR)

Hiring of potable Re-cycler jetting cum Suction Machine Mounted on Maahindra bolero Maxi with Hydraulically Operated man-hole De-Silter upto depth of 15 meters with driver of the area of NOIDA.as directed by Engineer incharge for 8.5 Hours per day overtime will be paid on pro-ratebasis pressure 3000 PSI (min.) with 15 meters suction head and jetting water capacity of 2000 Liters.(C.N.G/Diesel rate shall be paid as per Govt. rate in up)(FOR ESTIMATE ONLY) (AR/GNIDA)

Labour Cess will be paid extra as per applicable

GST will be paid extra as per applicable