|
| 1 | WBM with coarse aggregate size range 63-45 mm (Grading – II) with Type – B Screening 75 mm thk: (Manual means) Providing, laying, spreading and compacting grading II stone aggregates of specific sizes (63mm to 45mm) conforming to Table 400.8 of MORD for water bound macadam including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying requisite type of screening/binding materials having Liquid limit (LL), Plasticity Index (PI) and passing 75 micron less than 20, 6 and 10% respectively to fill-up the interstices of coarse aggregate and brooming, watering and compacting to the required density including cost of all materials including lighting, guarding, barricading including cost for hire and operational charges of machinery, tools & plants, including making necessary earthen bundh of one metre width on each side to protect the edges and cost for quality control etc. complete as per technical specification of clause 405 of Specification for Rural Roads, MORD.Using1.21 cum of Grading II aggregates (63mm size to 45mm size ) and 0.24 cum of Type B Screening (5.6mm to 180 micron )(conforming to Table 400.9 of MoRD) per cum ofcompacted volume. |
| 2 | WBM with coarse aggregate size range 53-22.4 mm (Grading – III) with Type – B Screening 75 mm thk: (Manual means)…..Providing, laying, spreading and compacting grading III stone aggregates of specific sizes (53mm to 22.4mm) conforming to Table 400.8 of MORD for water bound macadam including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying requisite type of crushable screening materials having Liquid limit (LL), Plasticity Index (PI) and passing 75 micron less than 20, 6 and 10% respectively to fill-up the interstices of coarse aggregate and brooming, watering and compacting to the required density including cost of all materialsincluding lighting, guarding, barricadingincluding cost for hire and operational charges of machinery, tools & plants, including making necessary earthen bundh of one metre width on each side to protect the edges and cost for quality control etc. complete as per technical specification of clause 405 of Specification for Rural Roads, MORD.Usingstone aggregate 1.21 cum of Grading III stone aggregate andcrushable type approved screening as mooram/gravel @ 0.293 per cum ofcompacted volume. |
| 3 | Maintenance of Non-Bituminous Base and Sub Base or WBM Road Patching of potholes by draining water,cutting the pothole area to rectangular shape with vertical edges,removing all loose materials,screening and stacking the same for reuse with new materials as per requirement,filling the pothole area with additional volume of crushed stone materials/laterite/Jhama/broken shingles/coated stones of Pakur variety etc. and screenings as applicable,and compacting the same with static roller as per Water Bound Macadam as per drawings and Technical Specification 1907 of Specification for Rural Roads (1st Revision), including cost of all materials and machineries.Using 1.21 cum of Grading3 aggregates & 0.21cum of TypeB screening.The payment is to be done on loose net volume of coarse aggregates only. |
| 4 | Maintenance of Bituminous surface roadi) Repairing pot-holes and making up smalldepressions with ramming or power rolling includingscreening, cleaning chips or metals and washing,drying as necessary and heating the chips or metalwhere necessary, cutting pot holes to regular shapeswith vertical edges, cleaning the disintegratedmaterials, heating matrix and applying tack coat(including sides), finishing the top of repairedsurface levelled with adjoining area, including costand carriage of stone aggregates and matrix,excluding cost of applying tack coat. [Tack coat isto be considered separately] (b) Using Mobile HMP (Light duty) [Payment to the Contractor is to be made on the basis of loose net volume of coarse aggregateonly excluding key aggregates] Using 40% 22.4 mm aggregate,20% 13.2 mm aggregate,20%11.2 mm aggregate and 20% 5.6 mm aggregare and bitumen VG 30 @ 54 kG/cum on loose net volume |
| 5 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201 Specifications for Rural Roads (1st Revision). Lead upto 100 mGirthabove 300 mm and upto 600 mm |
| 6 | Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of grannular base incl. Cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per T.S clause no. 502 of Specifications of Rural Roads. including cost and carriage of all materials, labour,lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC .Using Bitumen Emulsion of approved quality(grade) @ 0.85 kg/sqm |
| 7 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 of Rural Roads, MORD. including cost and carriage of all materials,labour, lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC. Using Bitumen Emulsion of approved grade (quality) @ 0.225 kg/sqm |
| 8 | Providing Laying & rolling of open-graded Premix Carpet of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates @ 0.018 cum and 0.009 cum per sqm respectively as per using VG-30(bulk) penetration grade bitumen @ 1.46kg per sqmto required line, grade & level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN capacity static roller, finished to required level & grades as per T.S Cl. 506 of specification of Rural Roads MORD. including cost and carriage of all materials,labour, lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC.Using Bitumen (VG-30) per sqm and 13.2mm and 11.2mm sizecrushed stone chipping of approved quality @ 0.018cum/sqm and 0.009 cum/sqm respectively |
| 9 | Providing and laying Type – B Seal Coat using VG-30 (bulk)penetration grade bitumen @ 0.68 kg per sqm and using medium sand/grit (passing 2.36mm sieve and retained on 180 micron sieve stone @0.006 cum / sqm sealing the voids in bituminous surface laid to specified levels, grade and crossfall as per T.S Cl. 508 of Specification of Rural Roads, MORD. including cost and carriage of all materials,labour, lighting, guarding, barricading etc and cost of all other charges complete as per direction of EIC.Using Bitumen (VG-30) @ 0.98 Kg per sqm and stone aggregates(passing through11. 2 mm sieve and retained on 2.36 mmsieve) @ 0.009 cum / sqm |
| 10 | Supplying and filling empty cement bags with earth and placing them in such a manner so that there should not be any gap between adjacent bag in both way in position including tying or sewing mouth (cost of thread included) and all incidental charges complete but excluding cost of earth/sand and gunny bags (Cost of earth filled in empty cement bag should be derived from item i) of SOR 2019. |
| 11 | Close bamboo pile walling made of 65mm to 75mm dia bamboos (in single line) driven about half length into the ground side by side, with stout stays at an interval of 1 metre, 3 nos. of half split bamboo runner of same dia. fitted and fixed with nails etc. complete as per direction (Measurement shall be taken along the length of walling after finishing the work) Using bamboos of length between 2.50m to 3.00m each . |
| 12 | Providing and fixing of typical PMGSY \"Logo board/Logo Board at starting point\"as per drawing and specifications of NRRDA having 1.6 mmthick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post of 75mm x 75mm of 12 SWG sheet in M-15 grade cement concrete 600 mm square size and 750 mm below the ground level and keeping 50mm height above the ground level, two coats of Epoxy painting on MS square flats and back side of the MS sheets over a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming of rearside of the MS plates with Bands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, all labour, fabricating and welding charges, cost of paintings and primer, cost of carriage & fixing and all other incidental charges in this regard complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading and lighting etc. |
| 13 | I) Logo Board at starting point (As per Fig. 107 of Road Signage under PMGSY, Published by the NRRDA on Dec\" 06) |
| 14 | ii)Logo Board (As per fig.5 of Road Signage under PMGSY, Published by the NRRDA on Dec\"06) |
| 15 | Providing and fixing typical \"Maintenance Information Board\" with Logo of PMGSY as per NRRDA Specifications and drawing having one nos MS sheet of 1.6 mm thick 900mm x 1500mm size duly welded with 4 Nos. vertical and 8 Nos. horizontal M.S. flat 50 mm x6mm size on back. The ends of the M.S. flats to be welded with 2 x 2450 mm x 1150mm frame of M.S square 75mm x 75mm of 12 SWG sheet, two legs of M.S. square posts to be embedded in cement concrete M-15 grade of 600 mm x 600 mm size and 750 mm below the ground level and keeping 50 mm height above the ground level, two coats of Epoxy painting on MS square, flats and backside of the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming on rearside of the M.S plates with Bands and lettering of different approved shades as directed as shown in the approved design with oil bound ready mixed synthetic paint and providing 70 mm x 70 mm size PMGSY Logo 2 nos. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, cost of M-15 Cement Concrete, all labour and welding charges, cost of all paintings and primer, Cost of Carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading, lighting etc. |
| 16 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat 25mm x 5mm size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1and direction of EIC. |
| 17 | Providing and fixing typical \"Citizen\"s Information Board\" with Logo of PMGSY as per NRRDA Specifications and drawing having two nos MS sheet of 1.6 mm thick 900mm x 750mm size each duly welded with 2 Nos. vertical and 4 Nos. horizontal M.S. flat 50 mm x6mm size on back. The ends of the M.S. flats to be welded with 2 x 2450 mm x 1150mm frame of M.S square 75mm x 75mm of 12 SWG sheet, two legs of M.S. square posts to be embedded in cement concrete M-15 grade of 600 mm x 600 mm size and 750 mm below the ground level and keeping 50 mm height above the ground level, two coats of Epoxy painting on MS square, flats and backside of the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming on rearside of the M.S plates with Bands and lettering of different approved shades as directed as shown in the approved design with oil bound ready mixed synthetic paint and providing 70 mm x 70 mm size PMGSY Logo.and direction of EIC.The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, cost of M-15 Cement Concrete, all labour and welding charges, cost of all paintings and primer, Cost of Carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading, lighting etc. |
| 18 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of Specification for Rural Roads (1st Revision). and direction of EIC. |
| 19 | i)Ordinary kilometer stone (precast) |
| 20 | iii)200 meter stone (precast) |
| 21 | Supply, fitting and fixing R.C. guard post 1.37 m. long with cement concrete 1:2:4 with graded stone chips of 13.2 mm down (of approved quality) casting, curing complete including cost of providing 4 Nos. of 12 mm dia MS rods of length 1.54 m as main reinforcement and 6 Nos. of round shaped 6 mm dia MS rods used as binders; the placing of the 1st binder should be at 75 mm below the top finished surface and the other 5 Nos. of binders should be placed at 245 mm C/C ; the guard post is of octagonal section with inscribed circle of diameter 24 cm at the base tapering to corresponding dimensions of 16 cm at the top including 2 coats of painting with best quality synthetic enamel paint of approved make and brand to form 6 Nos. horizontal alternate bands in white/tannery yellow and black to 90 cm. Length standing up above ground after mending good damages if any during striking of shuttering, making hole in ground of 47 cm depth and 30 cm minimum dia, fixing the guard post in the same hole and repacking the earth thoroughly so as to keep the guard post standing properly erect in correct position true to line and length including carriage of R.C. guard post with due care to the site including loading into the truck and unloading at site complete in all respect.and direction of EICb) With gravel/Local Stone Chips |
| 22 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 madeof high intensity grade sheeting vide clause 801.3,fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mm 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 cmbelow ground level as per approved drawing and as per direction of EIC |
| 23 | i) 900 mm equilateraltriangle |
| 24 | ii) 600 mm equilateraltriangle |
| 25 | iii) 600 mm circular |
| 26 | iv) 600 mm X 600 mm square |
| 27 | Direction and Place Identification Signs with size more than 0.9 sqm size boardProviding and erecting direction and place identification of semi reflective sign boards as perIRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and require message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and annexure 1700.1 of Specification for Rural Roads (1st Revision). |
| 28 | Maintenance of slab type culvert by way of clearing, cleaning, erosion,repairs to cracks, parapet walls and protection works. Removal of debris, providing boulders and protection work and paintingas per technical specification Clause 1909 of Specification for Rural Roads (1st Revision) including cost of all materials viz. cement, sand, bricks, boulders etc. as required and as per direction complete. |
