Construction and M/T of Mehana Khad to Badhal Lehroti,Banana Katarla via Shoba road Km 0/0 to 12/330

Amount

Excavation in hillly area in all heights and depths in all kind of soil by manual/mechanical means including saturated soil comprising of ordinary soil , softs rock and hard rocks, chiselling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil setting out true to the required line,grades,width cutting and trimming of sites slopes and level shown on the drawing and as directed by Engineer in Charge at site according to the mode technical specifications for rural road clauses 1603.1 and 1603.2 and sorting out useful material and stacking the same in all leads and lifts on acquired width of the road and transportation for filling in road ways camber,embankment for grade improvement and disposal of all surplus material to approved dumping sites through all modes of tranpotation including head load or animal tranport or mechanical means along with its levelling fine dressing necessary to complete the work by mechanical means and/or labour if required. The recovery of stones whether useful or not for 1753.26cum .(one thousandseven hundred fiftythree point two six) in all cases, @ Rs.170/-(One hundred seventy)only per cum shall be effected on pro rata basis .Any loss to the public and private property during the course of excavation shall be the absolute reponsibility of the contractor, which shall have to duly compensated by him in all cases including of carrige of material with in all leads and lifts.

Excavation in soil in hilly areas by manual means including cutting and trimming of side slopes and disposingt of excavated earth with in all leads and lifts as per drawing and Techical Specification Clause 1603.1 including carriage of material with in all leads and lifts as per directions of Engineer in Charge.

Earthwork in excavation for all type of road structure such as retaining walls,Breast walls,culverts,drainds and parapets etc. in all types of classification of soil comprising of ordinary soil , softs rock and hard rocks, chiselling/wedging out of rock (where blasting is prohibited) as per drawing and MORD.Technical specifications Clause 305.1,1104 and 1606.1 and as per direction of Engineer in Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal ofsuitable material up to all lead and lift, including dressing of sides and bottom and back filling in trenches with excavated suitable material to the orignal surface in layers not exceeding 150 mm (one hundred (fifty milimeters) compected thickness including sorting and sturting and pumping and bailing out water(surface and sub soil water) up to all depth or any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of Engineer-In-Charge and including of carriage of material with in all leads and lifts.

Providing and Laying concrete 1:6:12 (one cement:six sand:twelve graded stone aggregate 40 mm (forty millimeter nominal size) for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of material with in all leads and lifts as per direction by the Engineer-In-Charge

Providing and Laying concrete for plain/reinforced concrete 1;4:8 (One cement:Four sand eight graded crushed stone aggregate 25mm (twenty five milimeter nominal size ) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of material with in all leads and lifts as per direction by the Engineer-In-Charge.

C.C 1:4:8 for parapets

C.C 1:4:8 for Retaining walls,Breast walls and Culverts etc.

Providing and laying cement concrete grade M 10 (Ten) nominal mix 1:3:6 (one cement:three sand:six graded stone crushed aggregate 20 mm (twenty milimeter) nominal size)concrete for plain/reinforced concrete in open foundations complete including form work as per drawings and technical specifications Clause 802, 803, 1202 & 1203 .including carriage of material with in all leads and lifts as per direction by the Engineer-In-Charge (in drains)

Stone Random Rubble Masonry work In cement mortar 1:6 (1 cement : 6 sand ) in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203..including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Stone masonry work in cement mortor in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1204.Coursed rubble masonry (2nd sort) in cement mortar1:3 (one cement:3 Sand) .including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Coursed rubble masonry stone (2nd sort) work in cement mortar1:6 (One Cement:Sixsand) in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203..including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Construction of dry rubble masonary for retaining walls, breast walls,revetment walls and parapets etc. for sub-structure and super structure including all leads and lifts complete as per drawing and technical specification clauses 704.6 & 1302.5 including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Providing and laying of boulder apron laid in wire crates with 4 mm (four) milimetre dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm ( one hundred milimetre x one hundred milimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps and joints laid with stone boulders weighting not less than 25 kg (twenty five)kilogramme each as per drawing and Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Backfilling behind abutment, wing wall and return wall with Granular materialcomplete as per drawings & technical specification Clause 1204.3.8 including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Providing and laying reinforced cement concrete pipe NP2 900 mm (nine hundred) milimeter dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement:two sand) but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108 including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Providing and laying flooring laid over cement concrete bedding of rubble stone laid in cement mortar 1:3( one cement : three sand) complete as per drawings and Technical Specification Clause 1303 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Pointing with cement mortor 1:3( one cement : three sand)on coursed rubble masonary complete as per drawings and Technical Specification Clause 613.3 and 1204 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Construction of granular sub-base grading-I by providing well graded material, 53 mm to 9.5 mm (fifty three millimetre to nine point five millimetre) @ 50(fifty) per cent, 9.5 mm to 2.36 mm (nine millimetre to two point three six millimetre)@ 20 (twenty) per cent and 2.36 mm (two point three six millimetre) below @ 30 (thirty) per cent mixing in a mechanical mix plant at optimum moisture content, carriage of mixed material to work site upto lead of requierd distance spreading in uniform layers with motor grader on prepared surface and compacting with smooth Three wheel 80-100 kN (eighty to hundred) static roller to achieve the desired density, complete as per MORD technical specification clause 401 by mechanical means and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Providing, laying, spreading and compacting stone aggregates of specific sizes63 mm to 45mm (sixty three millimeter to forty five milimeter ) grading-II, 75mm (Seventyfive millimeter) consolidated thick to water bound macadam specification including spreading in uniform thickness,using template hand packing, rolling with three wheel 80-100 (eighty to hundred)static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm (eleven point two millimeter) niminal size at the rate of 0.20 cum (zero point two cubic meter) and binding material at the rate of 0.06 (zero point zero six cubic meter) per 10 square meter (Ten) and to fill up the interstices of course aggregate, watering and compacting to the required density as per M.O.R.D.technical specifications clause 405 by mechanical means and as per entire satisfaction or directions by Engineer in Charge including carriage of material with in all leads and lifts and other materials.

Providing, laying, spreading and compacting stone aggregates of specific sizes53 mm to 22.4mm (fifty three millimeter totwenty two point four milimeter ) grading-III, 75mm (Seventyfive millimeter) consolidated thick to water bound macadam specification including spreading in uniform thickness,using template hand packing, rolling with three wheel 80-100 (eighty to hundred)static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm (eleven point two millimeter) niminal size at the rate of 0.18 cum (zero point one eight cubic meter) per 10 square meter (Ten) and to fill up the interstices of course aggregate, watering and compacting to the required density as per M.O.R.D.technical specifications clause 405 by mechanical means and as per entire satisfaction or directions by Engineer in Charge including carriage of material with in all leads and lifts.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface with hydraulic broom and spraying primer @ of 0.85 (Zero point eight five kilograme) per Square meter using mechanical means as per M.O.R.D.technical Specification Clause 502 including carriage of materials with in all leads and lifts as per directions of Engineer in Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg (zero point two seven five kilograme) per square meter on the prepared granular surface and cleaned with Hydraulic broom as per M.O.R.D technical specifications clause 503including all leads and lifts as per directions of Engineer in Charge.

Providing, laying and rolling of open-graded premix carpet of 20 mm (twenty milimeter) thickness composed of 13.2 mm to 5.6 mm (thirteen point two milimeter to five point six milimeter) coursed stone aggregates @ 0.27 Cum (zero point two seven) cubic meter mixed with 14.6 kg (Forteen point six) kilogramme per 10 (ten) Sqm bitumen VG-10( viscosting grade ten) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hotmix plant 30/40 (thirtyobliqforty) tonne per hour capacity ,transporting mixed material and laying with pavewr finisher to required level and grades to be followed by seal coat of type B as per M.O.R.D. technical specification clause 508 and entire satisfaction of Engineer in Charge including carriage of material with in all leads and lifts.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per M.O.R.D. technical specifications clause 510 using VG-10 ( viscosting grade ten) at the rate of 6.8 kg(six point eight kilogramme) premixed with 0.06 (Zero point zero six) cubic meter of fine sand per 10(Ten) square meter by mechanical means and rolling with power road roller 8-10 (eight to ten) tonne capacity including carriage of material with in all leads and lifts as per directions of Engineer in Charge.

Providing and fixing of typical NABARD 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 iron 25mm x 5m 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 75 mm 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 1700.1 including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Providing and fixing of retro-reflectorised 900 equilateral triangle cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 (M Fifteen) grade cement concrete 450mm x 450 mm x600 mm below ground level as per drawing Clause 1701 and Annexure 1700.1 including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Providing and fixing of retro-reflectorised 600 equilateral triangle cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm X 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 (M Fifteen) grade cement concrete 450mm x 450 mm x600 mm below ground level as per drawing Clause 1701 and Annexure 1700.1 including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Reinforced cement concrete M15 (M Fifteen) grade 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 5 kilometer Stone including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Reinforced cement concrete M15 (M Fifteen) grade 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 (Ordinary Km stone precast)including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge.

Routine maintenance after completion of construction work as per term and condition of bid bocument and technical specificaion of ministry of rural development and rural roads including hauling carriage of all labour , equipment and materials to various laocation through all modes of transportations, all leads, lifts to the entire satisfaction of the Engineer-in-Charge.

Cost of First Year

Cost for second year

Cost for Third year

Cost for Fourth year

Cost for Fifth year

Parkash Chand