Up gradation of Shongthong to Barang road km 0.0 to 5.0S SH. C.O R.wall C.D. work P.L WBM Gr.I G.II and G. III P.L BC, V.Sape drain parapets and P.F logo sign board etc. Km 0.0 to 5.0 Under NABARD RIDF XXV

Amount

Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete within all leads, lifts carriage of material and other incidentials.

Providing and laying plain / Reinforced cement concrete 1:6:12 (One cement : Six sand : Tweleve graded crushed stone aggregate) 40 mm (forty milimeters ) nominal size curing complete including the cost of formwork for plain / Reinforced concrete in Retaining / Breast walls as per drawing and H.P.P.W.D. specification 803,1202 and 1203. and curring complete i/c the cost of form work anfor rural roads Aujust 2004 clouse 802, and carriage of materials all leads and lifts as per direction of Engineer-in -charge complete.

Random rubble masonry/polygonal rubble masonry in cement mortar 1:5 (one Cement: Five Sand for substructure retating wal, brest wall, toe wall, aboutment and similar work in all heights complete as per drawing and technical specification clouses 702, 704,1202 and 1204including curring and carriage of material within all lead and lifts and other incidentals charges as per direction of Engineer-in -charge.

Back filling behind Retaining wall with granular material complete as per drawing and M.O.R.D. technical specification clause 1204.3.8. Including carriage of material within all lead and lifts and other incidentals.

Providing and laying plain cement concrete M-10 (ten) grade nominal mix 1:3:6 (one cement : three sand : six graded stone aggregate) 20 mm (twenty milimeter) and curing complete including the cost of form work for plain/ reinforced concete in R/wall, B/wall as per drawings and HPPWD technical specification clause 802, 803, 1202 and 1203 including all leads and lifts and carriage of materials as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying hand mixed and vibrated concrete M-10 (ten) grade nominal mix 1:3:6 (one cement : three sand : six graded stone aggregate) and curing complete including the cost of form work for plain/ reinforced concete in R/wall, B/wall as per drawings and HPPWD technical specification clause 802, 803, 1202 and 1203 including all leads and lifts and carriage of materials as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 ( One cement: four sand: eight graded stone aggregate)25 mm (twenty five milimeter ) and curing comlpete including cost of form work for plain / reinforced conctete in retaining walls ,breast walls, as per drawing and HPPWD technical Specifications. including all leads and lifts and carriage of materials as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying Stone soling properly handpacked filling interstices with spalls and consolidating with power road roller to the requested gradient and comberincluding spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification.100 mm ( one hundred millimeter) spread thickness (finished work including materials and labour). including all leads and lifts and carriage of materials as per the entire satisfaction and direction of Engineer-in-Charge.

Providng and laying reinforced cement concrete in super structure as per drawing and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204 for height upto 5 (five) metre RCC grade M-25 (Twenty five) (1:1.5:3)( One cement : one point five sand : three graded stone aggregate) and curing comlpete including cost of form work for plain / reinforced conctete in retaining walls ,breast walls, as per drawing and HPPWD technical Specifications. including all leads and lifts and carriage of materials as per the entire satisfaction and direction of Engineer-in-Charge.

Construction of Sub-grade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 (three hundred point two) as per Technical Specification Clause 303.1 (three hundred three point three) including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Prepartion of Sub grade by dressing to Combor (Earth work for the cutting involved for sub-grade to be paid for seprately depending upon the classification of soin copleted as per HPPWD specifications. including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing laying spreading and compacting stone aggregate of sizes 90-45 mm (ninety to forty five millimetre) to water bound macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 kn (eighty by hundred Kilo Newton) static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading- I as per technical specification clause 405 (four hundred five) by mechanical means including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregate of sizes 63-45 mm (Sixty three to forty five millimetres) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty by hundred Kilo Newton) in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading-II by mechanical means as per technical Specification Clause 405 (four hundred five) including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-In-Charge.

Providing, laying, spreading and compacting stone aggregate of sizes 53-22.4 mm (fifty three to twenty two point four millimetres) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty by hundred Kilo Newton) in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading-III by mechanical means as per technical Specification Clause 405 including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-In-Charge.

Providing and applying primer coat with Bitumen emulsion (SS-I) grade on existing prepared surface of granular base including cleaning of road surface with hydraulic broom and spraying primer @ 0.70-1.00 Kg per sqm (zero point seventy to one point zero kilogram per square metre) using mechanical means as per HPPWD/MORD Specification including carriage of material within all leads and lifts and other incidental charges and as per direction of Engineer-In-Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg (zero point two zero to zero point two five kilogram) per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-In-Charge.

Providing and Laying bituminous concrete (30 mm ) (thirty millimetre) with 100-120 (one hundred to one hundred twenty) TPH batch type HMP producing an average output of 75 ( seventy five) tonne per hour using crushed aggregate of specified grading,premixed with bituminous binder @ 5.4 to 5.6 (five point four to five point six) per cent of mix and filler, alti stripping agent 0.1 % bituninous binder (As per IS 149822017 5.2 in accordance with IS 6241) and transporting the hot mix to work site,laying with a hydrostatic paver finisher and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MORTH specification Cluase 509 complete in all respects. including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-In-Charge (.To be exicuted asper approved job mix formula and nothing extra shall be paid on account of higher bitumen consumtion as per job mix formula)..

Reinforced cement concrete M-15 (fifteen) grade kilometer stone/local stone of standard design as per IRC:8 (eight) fixing in position including painting and printing etc. as per drawing and technical specifications rural roads August 2004 (Two thousand four) clauses 1703 (one thousand seven hundred three). including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-In-Charge.(Ordinary Kilometer stone precast) including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-In-Charge

(200 mtr stone precast) including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-In-Charge.

Direction and Place Identification signs with size more than 0.9 sqm (zero point nine square metre) size board :- Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 (sixty seven) made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, (one thousand seven hundred one point two point three) fixed over aluminium sheeting, 2 mm (two millimetre) thick with area exceeding 0.9 sqm (zero point nine square metre) supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 (fifteen) grade cement concrete 450 mm x 450 mm x 600 mm (four hundred fifty into four hundred fifty into six hundred millimetre), 600 mm ( six hundred millimetre) below ground level as per approved drawing and Technical Specification Clause 1701(one thousand seven hundred one) including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Retro-reflectorised Traffic Signs 900 mm equilateral triangle Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 (sixty seven) made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm (one point five millimetre) thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm (seventy five into seventy five into six millimetre) firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm (four hundred fifty into four hundred fifty into six hundred millimetre), 600 mm ( six hundred millimetre) below ground level as per drawings and Technical Specification Clause 801 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and fixing of informatory sign board as per MORD specifications and drawing. Three MS Plates of 1.6 mm (one point six millimetre) thick, top and middle plate duly welded with MS flat iron 25mm x 5m (twenty five in to five millimetre) size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm ( twenty five into twenty five into five millimetre). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 (two) numbers. 75mm x 75 mm ( seventy five into seventy five millimetre) of 12 (twelve) SWG sheet tubes posts duly embedded in cement concrete M-15 (fifteen) grade blocks of 450mm x 450mm x 600mm ( four hundred fifty into four hundred fifty into six hundred millimetre) , 600 mm ( six hundred millimetre) below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm ( forty seven milimetre in to forty seven millimetre) of 12 (twelve) 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 1700.1 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

SUNIL KUMAR VIJ CONTRCATOR