|
| 1 | CONSTRUCTION OF BT ROAD RAJIV NAGAR Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical MeansIn area of light jungle |
| 2 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 3 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) |
| 4 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) |
| 5 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (incl. lead upto 42 KM & all lifts) for grading- IIIMaterial |
| 6 | Carriage of Sand, bajri, ballast, stone, boulders, kankar & gravelly material includind loading & unloading( MORTH specification : 514.5 table 500.28 ) Add for each subsequnt KM. LeadUpto 39 KM. |
| 7 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means Grading- II(Using Screening Type-B (11.2mm Agg.)) |
| 8 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratoryroller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means Grading- III(Using Screening Type-B (11.2mm Agg.)) |
| 9 | Prime coat (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 0.875 kg/sqm using mechanical means.) |
| 10 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.275 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom |
| 11 | Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . |
| 12 | Add exrtra for adding shreaded plastic waste as per guidelines envisaged in IRC SP:98-2013 over item of open graded premix carpet @8% of the quantity of bitumen by weight including mixing of aggregate and plastic waste in hot mix plant (The bitumen content will be as per respective clause of morth specifications. |
| 13 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)Case - II : Type B |
| 14 | S&F in positioncut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. 5th Km. Stone |
| 15 | Ordinary Km. Stone for NH |
| 16 | 200 M. Stone. |
| 17 | Providing and Erecting typical Citizens information board as per approved drawingand specifications of MoRD, made of two M.S. sheet of 1.6mm thick each of size 900 mm x 750mm stiffened by angel iron 25mm x 25mm x 3mm all around the plate and plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by 5mm thick MS plate at 12 places (65mm x 50 mm) duly embedded inC.C. M-15 Gr. of block of 600mm x 600mm x 750mm size below ground level as per enclosed drawings & as directed by Engineering - In - Charge.All MS will be stove enamelled on both side, lettering, figuringand border will be with ready mixed synthetic enamel paint of superior quality in requiredshade and colour etc.complete in all respect . All sections of framed post andsteel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification. |
| 18 | P&FMukhyaMantriSadakYojanalogoforroads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction ofbase plate. The size of definition plate shall be 1500x600mm and embeddingthepostsbyM-15 mixC.C.block 300x300x600mmincludinglettering /writingand painting etc. complete in all respect |
| 19 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting 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 properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 cm equilateral triangle |
| 20 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick witharea not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) |
| 21 | Construction of Informatory Pedastal in 35cm thick Brick Work in CM 1:4 of size 1.20m x 1.50m above ground level with adequate foundation incl. cement plaster in CM 1:4, cement primer, painting, figuring, making of border of 75mm x 20mm in CM 1:4 etc. on both faces complete as per approved drawing and as per direction of Engineer-in-charge. |
| 22 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) |
| 23 | Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.)Single Row for one utility service |
| 24 | Planting of Trees and their Maintenance for one Year(Planting of trees by the road side (Avenue trees) in 0.60 m dia holes,1 m deep dug in the ground,mixing the soil with decayed farm yard/sludge mannure,planting the saplings,backfilling the trench,watering,fixing the tree guard and maintaining the plants for one year) |
| 25 | Half Brick Circular Tree Guard,in 2nd class Brick,internal diametre 1.25 metres,and height 1.2 metres,above ground and 0.20 metre below ground (Half brick circular tree guard,in 2nd class brick,internal diametre 1.25 metres,and height 1.2 metres,above ground and 0.20 metre below ground,bottom two courses laid dry,and top three courses in cement mortar 1:6 ( 1 cement 6 sand)and the intermediate courses being in dry honey comb masonry,as per design complete) |
| 26 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil Manual Means (Depth upto 3 m) |
| 27 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 28 | Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400] Cement sand mortar 1:6 |
| 29 | Pointing with cement mortar (1:3 ) on Stone work in substructure as per Technical specifications |
| 30 | Providing and laying Plain cement concrete M15 mix with stone aggregate 20mm nominal size mechnically mixed and vibrated, in foundation upto a depth of 1.50 below Ground level and or 1.50 meters above ground/bed level. |
