Annual Maintenance of Works at Industrial Area Raebareli Site-2 in Distt. Raebareli

Amount

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.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm 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 the area cleared

Tractor with trolly (includong CP and OH) 1350 ( Add 15% CP and OH)

Supply Of SkilledLabour ( Add 15% CP and OH)

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-in- charge.

Road marking with Hot Applied Thermplastic compound with reflectorizing beads on bituminous surface :Providing and applying 2.5 mm thick road marking strips (retro-reflective) beads @ 250 gms per sqm area , thickness of 2.5 mmis exclusive of surface applied ghass beads as per IRC 35 -2015 Including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc.

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)

Providing wheeled wxcavator cum loader including POL & driver ( INCLUDING 15% CP & OH)

Dewatering works (1 pump) Hire charges of pump set for 4000 litres/hr ( 800 + 10% CP + 6% OH) (800*1.1*1.16=928RS/DAY = 928// = 116 RS PER/HOUR

Tractor trolly water tanker with including driver & POL,4wheel. (Add (15% CP & OH )

12mm Cement Plaster Of Mix : 1:4 (1 cement : 4 fine sand)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift

Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1: cement :: 4: coarse sand)

Painting or vanishing on Iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T & Pelc. required for proper completion of work. Paint to be used should confirm to theI.S.I. No-1031950 FOR EVERY COAT AFTER 1ST COAT = 35/-(76+35)

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size.

Supplying and fixing C.I. cover without frame for manholes : 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg 19.18.1

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied 1.43 Itr/10 sqm over and Including priming coal of exterior primer applied @ 2.20 kg/ 10 sgm) (apex Ultima, weather coat All guard) aslan, berger

Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP using crushed aggregates of Grading - 2 (Table 500-10), premixed with bituminous binder (VG-30) @ 4.5 per cent by 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. 505 B complete in all respects.

Providing and laying of Interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504

Providing and fixing soil , water and vent pipes S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS -3989: 100 mm dia pipe

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Structural steel work in single section, fixed with or without connecting plate, including cutting. hoisting, fixing in position and applying a priming coat of approved steel primer all complete

Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet).

Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply and luding of raised pavement marker with Made of Plastic body of RPM Road Stud shall be moulded from ASA (Acrylic Styrene Acryloninite) or HIPS (High-imoad Polystyrene) Butadien Styrene (ABS) or Any other sulable material approved by the Engineer. The Marker shall support a load of 13,635 kg lasted in accordance with ASTM D4280, The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Linses shall be mouled of methyl methacrylate conforming to ASTM D788 of equivalent. The slop or retro-reffecting surface shall preferably be 35+/-5 degree to base and the area of sach retro-reflecting surface shall not be less than 13:00 sq.crm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & 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, spory installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesiva on the exposed surfaces of the markers shas be Immediately removed. The contractor shall submit a two year warranty for satisfactory fleid performanca including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performanca of the finished road marker shall also be given by the contractor who carries out the work of foxing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reffectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include as malerials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge

HORTICULTURE Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) Screened through sieve of I.S. designation 4.75 mm

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge

Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).

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 separately Shrubs (0.45 Mtr Dia & 0.45 Mtr Deep)

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)

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

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

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.