tender for construction of inter locking road at naya pura kali mandir park me store and inter locking - construction of subgrade with material obtained from borrow pits for local earth construction of embankment with approved material obtained from abailable land and permitted and approved by engineer in charge and as per technical specification clause 301.3.4.1 with all lift and leads,spreading,gradding to required slope and copacting to meet requirment of tables 300 land,300.2as per tech classification 301.5. including lead up to 2000 meter 15km 2 excavation in foundation in ordinary soil (loam clay or sand ) includig lift upto 1.50 metre and lead upto 30 metre . including filling watering & ramming of excavated earth into the trenches of into the space between the building & the sides of foundatio 3 concrete with 40mn gauge b/b, fine sand of 1.25 fm and cement in proportion of 12:6:1 including supplyof all materials, labour and t&p etc. required for proper completion of the work. si.n0.273 4 m-150 brick work in 1:4 cement & fine sand (1.25 f.m.) mortar morter in foundation and plinth including supply of all materials, labour & tools & plants etc. required for proper completion of the work. excluding gst. si no. 305 5 provoiding and laying of 2.50 cm thick pcc 1:2:4 (without base concrete) with cement coarse sand and 20 mm gauge stone grit incluidng all. as per pwd allahabad sor si. no. 601a 6 construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density complete as per technical specification clause 401 7 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kn static roller in stages to proper grade and cam 8 provoiding and laying of rubber moulded reflective zig-zag 80 mm thick tiles of precost compressed c.c. passing 30mpa compressive strength isi marked concrete block pavements having thickness80 mm as per technical specification clause 1504 (for gray til 9 provoiding and laying of rubber moulded reflective zig-zag 80mm thick tiles of precost compressed c.c. passing miniumum 30mpa compressive strength-isi marked concrete block pavements having thickness 80 mm as per technical specification clause 1504 colo 10 constrauction of p.c.c platform of india marka -ii with 1.85 dia i/c supply of all material labour t&p and construction of .60 x .60 m size foot rest also. 11 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, for all lift, including getting out th 12 supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per dsr code no 2.27 13 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size d 14 providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm 15 centering and shuttering including stutting, propping etc. and removal of form forfoundations, footings, bases of columns etc. for mass concrete. as per dsr code no- 5.9.1 16 reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of 17 centering and shuttering including stutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts. as per dsr code no- 5.9.6 18 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand). as per dsr code no- 6.1.2 19 centering and shuttering including stutting, propping etc. and removal of form for lentels, beams, plinth beams, girders, bressumers and cantilevers, as per dsr code no- 5.9.5 20 reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the 21 centering and shuttering including stutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access plateform. as per dsr code no- 5.9.3 22 steel reinforcement for r.c.c. work ready to use cut and bend rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in thermo-mechanically treated bars of grade fe-500d or more. as per 23 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in super structure above plinth level upto floor v level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ). as per code no 6.4.2 24 12 mm thick cement plaster of mix 1:6 ( 1 cement : 6 fine sand ) as per code no 13.1.2 25 e/w in filling or in embankment in foundation or plinth in ordinary soil including lift up to 1.5m and lead up to 30m and including filling watering ramming of excavated earth as per si no. 253 26 providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface. as per code no-13.80 27 kota stone slab flooring over 20mm thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab i/c all as per dsr code 11.26.1 rate 1948.25*.735=1432 28 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per code no-13.46.1 two coats 29 distempering with 1st quality acrylic distemper (ready mixed) having voc content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : new work (two or more coats) over and inclu 30 cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nóminal size stone ag 31 providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing t-iron frame or to the wall with dash fast 32 providing and fixing 1 mm thick m.s. sheet door with frame of 40x40x6 mm angle ironand 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, i/c applying a priming coat of approved steel primer. using flats 36x6 mm for d 33 painting on g.s. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :new work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution dsr code no.13.5 34 wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm frls pvc insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with modular switch, modular plate, suitable gi box and earthing the 35 supplying and fixing brass batten/ angle holder including connection etc. as required. dsr-22 e&m code no. 1.34 36 supplying and fixing 5 a to 32 a rating, 240/415 v, 10 ka, c curve, miniature circuit breaker suitable for inductive load of following poles in the existing mcb db complete with connections, testing and commissioning etc. as required. single pole. dsr-2 37 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required. 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire. dsr-22 e&m co 38 wiring for circuit/ submain wiring alongwith earth wire with the following sizes of frls pvc insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required. 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire. dsr-22 e&m co 39 supplying and fixing suitable size gi box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 a modular socket outlet and 5/6 a modular switch, connections etc. as required. dsr-22 e&m code no. 1.31 40 providing and fixing circular/ hexagonal cast iron or m.s. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iro 41 supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. dsr-22 e&m code no. 1.25 42 supplying and fixing following way, horizontal type three pole and neutral, sheet steel, mcb distribution board, 415 v, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted includin 43 same as item no 1 but for plugpoint . 134 (c) 44 supply and fixing of power pluge . 1139 (a) 45 as per order of joint secretary g.o. no. g-1877 dated 21-02-2025 and director cum-chief engineer u.p. red, lucknow latter no 801 dated 03-03-2025 deduction 5% for comptetive price effciency