Tender For Maintenance Work Of Sector Kp-2 For Three Years, Greater Noida. - 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 removaland 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) 2 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) 3 Extra additional lift 1.5m or part three of all kind soil. (AR/GNIDA) 4 Cartage of earth or fly ash when added to schedule item no. 253 : 1st Km. (if lead is beyond ½ Km) SOR-20/261(b)) 5 Cement concrete with 4cm gaugeApproved 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 6 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) 7 M-150 brick work in 1:4 cement & fine sand 2.20 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)) 8 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2) 9 Supply and fixing SFRC cover over chamber (with out frame). 50mm thick. 10 size 600x600mm (Heavy duty) 11 Providing and fixing SFRC cover over chamber. (with frame) 50mm thick. (AR/GNIDA) 12 size 600x600mm (Heavy duty) 13 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) 14 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) 15 White washing one coat including supply of all materials, labour, Tools & Plants etc. required for proper completion of the work. (SOR-20/671/16.1.2) 16 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-20/647) 17 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) 18 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) 19 With G.I. barbed wire (DSR-18/16.17.1) 20 Painting with aluminium paint of approved brand and manufacture to give an even shade: One or more coats on New work (DSR-18/100.1) 21 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)) 22 Same as above 259(i) above but grass only (SOR-20/259(a) 23 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. 24 All kinds of soil (DSR-18/2.28.1) 25 Tractor with trolleyincluding POL & driver. (SOR-20/S.No-19) 26 Tractor with water Tanker with cost of water including P.O.L. (SOR-20/SN027 27 Supply of labour. (SOR-20) 28 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-20/647) 29 Lettering with black Japan paint of approved brand and manufacture (DSR-18/13.71) 30 Providing and laying of hotapplied 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) 31 Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) 32 RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) 33 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (DSR-18/16.83) 34 Relaying of interlocking tiles abailable at side including supply of all labour material T&P etc. completed as per directed by Engineer-in-charge (AR/GNIDA) 35 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. 36 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 with 2cm gauge stone gritinstead of 4cm gauge stone ballast. (SOR-20/279(a) 37 Supply of Dewatering Pump 10 HP (MORTH Sno-109, Chapter-20/P746) 38 Hiring of protable RE-cycle jeeting cum suction machine mounteed on mahindra bolero maxi with hydraulically operate man-Hole De-silteruplo depth of 15 meter with driver for the area of Greater Noida. As directed by Engineer in-charge for 8.50 Hours perday overtime will be paid on pro-Rate basis. pressure 3000PS (min) with 15mtrs suction head and jetting water capacity of 2000 litres. Rate as per Noida. 39 Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:5 (1 cement : 5 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. (DSR-18/16.67) 40 Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level 41 Thermo Mechanically treated bars of grade Fe-500D or more. (Sail Steel) (DSR-18/5.22.6/AR) 42 Labour cess and GST will be paid extra as per Govt. orders.
