Maintenance Work (Drain Cleaning, Surface Dressing, Jungle Cleaning, Road Marking, Painting, White Wash, Drain Cover and Other Miscellaneous Work) Along 60M. Wide Road (Gaur Rotary to Tigri Rotary) For Three Years Greater Noida.

Cleaning jungle including uprooting of rank,vegetations grass, brush, wood trees and samplings of grith upto 30 cms measured at a height of 1 M. above ground level and removal of the rubbish up to a distance of 50 m Outside the periphery of the area cleared.

Tractor trolley with driver and including POL (AR/GNIDA)

Supply of labour (AR/GNIDA)

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into 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 Engineer-in-charge upto a distance of 30M from the foundation trenches (where machine can not rech/move) for building work only (SOR-2020/251(a))

Depth from 0.0 to 1.5 M below G.L

Extra rates for quantities of works, executed In or under water and/or liquid mud, including pumping out water as required. (DSR-2018/2.24.1/A.R.)

Cartage of earth or fly ash when added to schedule item no. 253.

Lead upto 1.0 Km.

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-2018/2.28.1/AR)

Tractor trolley with driver and including POL (AR/GNIDA)

Supply of labour (AR/GNIDA)

Painting or varnishing work in small areas or new wood work with one coat (upto one square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm the ISI no. 103-1950. SOR/641

M-150 brick work in 1:4 cement & coarse sand 2.25 F.M mortar in foundation and plinth including supply of all material labour and T&P etc. requried for proper completion of the work As per SOR Item no.305A/6.1.4

12 mm cement plaster of mix:

1:6 (1 cement: 6 coarse sand) DAR-18/13.4.2

2 cm thick Damp Proof Course with Cement and approved coarse sand 1:2 with and including water proofing as ordered by the Engineer incharge in the proportion as by the manufacturer including supply of all materials, labour. Tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. UPPWD/SOR-2020, item no.-360

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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/SOR)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm 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. (MORTH/SOR-2020/New Item/Sr.No. 19.01/P-25)

Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology informing to IS 10297-1982 conforming to IS: 10297-1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately). Note: Excess/less cement over the specified cement content used as per design mix is payable / recoverable separately.

Concrete grade- M-40 (Cement content 400kg) 200 mm thick hollow core slab (AOR Based on DSR-18/26.73.1.4)

Extra for using M-50 (cement content 425kg) instead of M-40 200 mm thick hollow core slab (AOR Bsaed on DSR-18/26.73.2.4)

Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/Bed master including all accessories for Stressing & destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer-in-charge. (AOR BASED ON DSR-18/26.75)

Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading, unloading & stacking at site with the help of required capacity cranes.

Lead within 15 km (AOR Based on DSR-18/26.76.10

Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor.

Prestressed hollow core slab upto 200 mm thickness (AOR Based on DSR-18/26.77.1)

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)

Supply of water tanker with including POL

Supply of JCB with driver and including POL

Labour Cess and GST will be paid extra as per govt. orders