Tender For Beautification & Strenthening Of Football Chowk Meerut.(Infrastructure Work) - 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 mortarDSR 15.7.4 2 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mmDSR 15.23.1 3 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. DSR No 15.18 4 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. All kinds of soil DSR 2.6.1 5 P/Laying1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)DSR No 4.1.8 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR4.1.2 7 Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns DSR No 5.9.1 8 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars DSR No 5.22.1 9 Brick work with bricks of class designation-15 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) AR as DSR No 6.2.1 10 Providing & laying 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. DSR No 13.10 11 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent DSR No 11.56.1 12 Providing and fixing Glass mossaic tiles on finished plain wall & floor surface of size 20 mm x 20mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineerin- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge DSR No 11.53 13 provinding and fixing red south granite plain bollard as per approved design work completion with all respect as per direction of E/IM.R. 14 Providing and fixing stainless steel chain 1.2m length 8mm dia with two fashner with two hole in granite bollard including complete with all respect as direction of E/I M.R. 15 supply & fixing offountain with all accessories including supply of all T & P such as motor ,G. I. PipesetcM.R. 16 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) DSR 13.46.1 17 Wiring for light /power plug with 4x4sqm FRLS pvc insulated copper conductor single corecablein surface / recessed medium pvcconduit along with 2nos 4sqmm FRLS PVC insulated copper conductor single core cable for loop earthing as required4sqmm 4coreDSR No 1.13 18 earthing with copper earth plate 600x600mx3mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.70 mtr long etc (i/c charcoal/coke and salt ) as required DSR No 5.6 19 supply and fixing following way single pole and neutral steel MCB distribution board 240volts on surface / reccess , complete with tinned copper bus bar , neutral bus bar , earth bar , din bar , interconnection powder painted including earthing etc as required (but without MCB/RCCB/Isolator) 6 way double door DSR No 2.3.1 20 supply and fixing following rating double pole 240volts isolator in the existing MCB DB complete with connection , testing and commissioning etc as requiredDSR No 2.12.263 amps 21 wiring for circuit / submain wiring along with earth wire with the following sizes of FRLS pvc insulated copper conductor single corecable in surface / recessed medium pvcconduit as required 2x2.5sqmm+1x2.5sqmm earth wireDSR No 1.14.2 22 providing / fixing 2way ground burial light 6 watt complete with all respect as per direction of E/I M.R. 23 providing / fixing grazinglight linear 12 watt complete with all respect as per direction of E/I M.R. 24 Supply and Installation of MobiNest 12x10 Police Booth Cabin as per approved layout and specificationsas per approved design with all respect complete as direction of E/I 25 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MoRTH 406 26 Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.MoRTH 502 27 Providing and applying tack coat with bitumen VG-10, using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.MoRTH-503 28 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. 29 Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects 30 Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicatormachine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoeheater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.DSR No16.62 31 Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineerin- charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).Overhead informatory road signage DSR No 16.60.1 32 Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS havingelectronically welded micro- prismatic lens with abrasion resistant coating as approved byEngineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as describedin ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to theRoad surface using the adhesive conforming to IS, as per procedure recommended by themanufacturer complete and as per direction of Engineer-in-chargeDSRNo16.50 33 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats,square or round bars etc. including priming coat with approved steel primer all complete.DSR No 9.48.1 34 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coatapplied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture DSR No 13.48.3 35 providing JCB for removal of encrochment and nala mud cleaning etc , work done as per Direction of E/I as per SOR 2022 36 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 whichpayment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge DSR no 16.83 37 Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost) D.S.R 2023 16.84 38 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern DSR No16.91.2. 39 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 40 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR No 16.69 41 disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or m ore.DSR No1.1.18 42 deduction of available bricks as per siterate as per S.O.R 2025 43 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured , From brick work in cement mortar D.S.R. 15.8.3 44 fixing of availableM.S. grills of required pattern in frames of windows etc. with M.S. flats,square or round bars etc. including priming coat with approved steel primer all complete.A.R as per DSR No 9.48.1 45 deduct unserviceable / unuse steelas per site conditionM.R. 46 Brick work of existing bricksin foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) AR as perDSR No 6.2.1
