Tender For Annual Repair And Maintenance Of Miscellaneous Civil Works At Upsida I.A. Bulandsahar Road Site-1, Ghaziabad - Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m (with help Minimum 01 JCB & 35 Labour deployed daily) 2 Clearing jungle including up rooting of rank vegetations 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 outside the periphery of area cleared 3 Tractor with trolly including POL and driver.for waste collection from Surface Dressing and Jungle Cleaning 4 water tanker with sprinkler 5000 lit. or above cap.with POL/Drier Including filling of water etc. 5 Providing hydraulic excavator cum loader including POL & driver1 cum bucket 6 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of property designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tasted for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained frem Intemational/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4955-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. P xỉ). As per SI No. 22.26 New Item Safety Items. SOR Ghaziabad -2022 7 Providing & Fixing of cement concrete kerb with top and bottom width 115 and 165 mm resepctively, 250 mm high in M-20 Grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone laid with kerb laying machine foundation concrete laid manually, all complete as per clause 408 Rates as per PWD SOR-2022 Ghaziabad Circle SI No. 22.19 New Item 8 Fixing and laying at or near ground level factory made old kerb stone 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). (Labour Rate Only). Rates as per Sanction Job No. CD-19 Dated 13.04.2023 9 Cement Concrete with 2 cm gauge approved stone ballast coarse sand & cement in the proportion of 1:2:4 including supply of all materials labour tools & plants etc reguired for proper complection of the work 10 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 11 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. 12 Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ color using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, 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. 13 Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the workSI NO. 5.11 14 First class Brick Work in 1:6 cement & coarse 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. SOR 6.02 15 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thicknessmotor grader on prepared surface, first compacting in trenches by Small Ride-on Double Drum Vibratory Roller, Capacity: 3-4 Tonnes and then compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. 17 Providing and laying 80 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. 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 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking 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. SOR Saharanpur New Item 14 Road Work 18 Laying old cement concrete 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 Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). SOR Ghaziabad New Item 20.13 19 12 mmthick Plaster with Cement and Coarse sand of 1.25 fineness modules in 1:6 over brick work minimum thickness not to be lessthen1 Cm including supply of all materials, labour, tools & Plants etc required for proper completion of the work. SOR Ghaziabad 13.14 20 R.C.C. work with cement, approved coarse sand & 20mm approved stone ballast in proportion of 1:1.5:3 in Lighter Beamincluding aupply all materials but excluding supply of reinforcement & its bending but including its fixing in position & binding the same with 24 BWG GI binding wire & including the cost of binding wire & including providing& fixing necessary centering & shuttering & its removal after completion of work & supply of all other materials, labour T&P etc.required for proper completion of work. SI No. 5.19 21 S/F M:S (tor steel or plain) in plain work such as R:C:C work including bending for proper shape as necessary including bending for proper completion of the work and including supply of all steel & wastage, bend, hooks, and authorised overlapping shall be measured etc all complete as per direction of engineer in charge. 22 Earth work in embankment in ordinary soil / earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in- Charge. Lead Upto 10 Kms. As Per SI No. 253 A + 231(A) 23 Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesol or equivalent) 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. 103-109. 24 Providing barbed iron wire fencing including fixing with horizontal line and two digonal of barbed wire to post after streaching it and fixing with angle iron including labor and T &P all 25 Flexible Median Marker As Per IRC 79: 2019: Flexible Median Marker (FMM should be used for improving median visibility during dark hours. Use of Median Marker provides safety against collision happening with medians during night time, or severe weather Flexible Median Markers shall be provided with fluorescent yellow colour retro reflective sheeting Type XI as per IRC: 67. Flexible Median Marker shall be of tough, high impact resistant, Injection-molded, thermoplastic body with property of flexibility to provide high durability and U shape structure having rebound/bounce back property, the sheeting shall be of Type XI conforming to IRC 67 and it should be on both the faces whereby providing maximum reflectivity at Langer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process FMM shall be fixed by a combination of epoxy adhesive and grouting/ drilling an concrete medians or properly constructed solid medians Height: The marker height shall be aj minimum of 180 mm, width 120 mm & Body Thickness: 6.5 mm the shanks shall not be less than 20 mm and depth shall not be loss than 30 mm Reflective Area: Shall not be less than 90 cm square. Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kg 1 Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour. T & P, transportation. installation and incidentals all complete as per direction of the Engineer - In-Charge 26 Reflective Raised Pavement Markers (Cat Eye / Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of g RPM/Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) ar HIPS (High Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismnalic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conformning to ASTM D788 of equivalent. The slop or retro reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & amp; Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture epoxy installations, excess adhesive around the edge of the marker excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road 27 Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete. 28 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2 : 1 by volume ( 2 parts of stacked volume of earth after reduction by 20 % 1 part of stacked volume of manure after reduction by 8 % ) flooding with water , dressing including removal of rubbish and surplus earth , if any , with all leads and lifts ( cost of manure , sludge or extra good earth if needed to be paid for separatelyTrees (0.60 Mtr Dia & 0.60 Mtr Deep) 29 Shrubs (0.45 Mtr Dia & 0.45 Mtr Deep) 30 Supply & Planting of plants common vaneties as required by engineer - in - charge in 8 X 12 sixe polythene bags or earthen pots well brandched and fully foliage branching dia 0.50 to 0.75mtr . , free from disease at site i / c stacking with bamboos and binding with sutli ( not below then 6-8 common varieties ) ( As per market rate ) ( Neem . Amaltas . Jamun , Arjun ) 31 Providing and stacking of Bauhinia acuminata height 60-75 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge. 32 Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paintof approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and letteredCPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. 33 Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). With grass Turf 34 Preparation of beds for hedging and shrubbery by excavating 60 cm deepand trenching the excavated base to a further depth of 30 cm, refilling theexcavated earth after breaking clods and mixing with sludge or manure inthe ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%:one part of stacked volume of sludge or manure after reduction by 8%),flooding with water, filling with earth if necessary, watering and finally finedressing, leveling etc. including stacking and disposal of materials declaredunserviceable and surplus earth by spreading and leveling as directed,within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure orextra earth to be paid for separately) 35 Supply & Planting of Shrubs, Plants height 2-2.5 feet as required by engineer in charge 16 X 8 Polythene bags or earthen pot fully foliage ad well branched free from disease 36 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal ofunserveiceable material’s as per direction of officer in charge (excludingcast of plant & water) Hedge Plant 37 Cutting of Hedge/Edge including removing of cut material, cleaning, hoeingof hedge/edge bed watering, manureing and applying insecticides andfungicides etc. as per direction of officer in charge. 38 Repair of water supply leakage of C.I. Pipeline including C.I. Pipe, D Joint, Dewatering, pipe cutting, labour charges with excavation and refilling of earth etc. With C.I.-D Joint and Pipe Same 3 PVC 39 3 AC 40 4 PVC 41 4 AC 42 5 PVC 43 5 AC 44 6 PVC 45 6 AC 46 6 CI 47 8 PVC 48 8 AC 49 8CI 50 10 PVC 51 10 AC 52 10 CI 53 Providing & Filling pig lead for C.I. Joint repair including dewatering and labour charge with excavation and refilling of earth etc.4 C.I. 54 6 C.I. 55 8 C.I. 56 10 C.I. 57 Repair of water supply leakage of P.V.C. Pipeline including P.V.C. Pipe,by M.S. clamp, Dewatering, pipe cutting, labour charges with excavation and refilling of earth etc. 3 Dia 58 4 Dia 59 5 Dia 60 6 Dia 61 8 Dia 62 10 Dia
