M T on link road to Village Bhutli manal km. 0/0 to 3/500 under PMGSY Package No. HP-10- 216

Amount

Excavation in earth work in in hilly area all height and depths and in all kinds of soils including saturated soil comprising of mixed soil oridinary rock and hard rock. All works road rock cutting by blasting shall be carried out by taking all necessary precutions against soil erosion damage to hill side water pollution etc, and to protect stability of hill side.Rock shall be excavated with chieseling and wedging out rock( where blasting is prohibited).All earth work in cutting/ excavation, including rock excavation shall be carried out true to lines grades sides slopes,width, camber,super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge in confirmity with the requirement of technical specification of Rural road August 2004(Two thousand four) and clause 16.2 (Sixteen point two)of general conditions for contract to achieve designed formation width including hauling and stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut material and specificed manner,including arrangement of dumping site trimming,filling of unvenness blindage and finishing of the road to specified diamensions including disposal of surplus materials with all leads, and lifts at the locatuion specified in the tender document or as directed by the Engineer-in-Charge for smooth riding.The recovery for stones where useful or not i.e. 197.17( ONE HUNDRED NINETY SEVEN POINT ONE SEVEN)cubic metre @ 170/- (Rs. ONE HUNDRED SEVENTY) only per cubic metre shall be effected on pro-rata basis.Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor,which shall have to be duly compensated by him at his on cost in all cases including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Excavation in foundation,trenches etc. in earth work in all heights and depths in all kinds of soil, including saturated soil comprising of pick work,jumper work and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including dewatering where ever required,setting out to required lines,levels as shown on the drawings and as directed by the Engineer-in-Charge at site, according to the HPPWD specification of 1990-Volume-I, and shorting out useful and un-useful materials and stacking the same in all leads,lifts and transportations of the usefull materials for filling in roadways embankments for grades improvements and levelling to required grades and then disposing of surplus excavated earth in acquired width of road on or approved dumping sites through all modes of transpsportation including head load animal load or mechanical means alongwith its levelling fine dressing and all labour, mechnieries materials,tools,equipments and incidental necessary to complete the work by mechanized means and labouor(if any required).All useful materials such as stone single, aggregate and slates shall be sorted out and stacked along road side to the maximuim possible extends in all leads,lifts through all modes of transportation and all others incidental charges any loss to the public and private properities during the course of execution and disposal of serviceable and un-serviceable materials shall be the absolute responsibility of the contractors and shall have to be duly compensated by him in all respect including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Clearing and grubbing road land including uprooting wild vegetation,grass bushes, shurtbs, saplings and trees of girth upto 300mm, (Three hundred milimetre)removal of stumps of such trees ut earliet and disposal of unserviceable materials and stacking of serviceable material and stacking of serviceable material to be used r auctioned upto a lead of 1000m (One thousand metre) including removal and disposal of top organic soil not exceeding 150mm (One hundred fifty milimetre)in thickness as per technical specification.

Consruction of embankment with approved materials deposited at site from roadway cutting and excavation from rain and foundation of other structures graded and compacted to meet requirement of Tbles 300.1 and 300.2 (three hundred point one and three hundred point two) as per technical specificatio clause 301.5 ()Three hundred one point five).

Providing and laying plain cement concrete M-10(M-Ten) 1:3:6 (One cement is to three sand is to six graded hard crushed stone aggregate nominal mix) mechanically mixed and viberated in OPEN foudation (Drain) or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge .

Providing and laying plain concrete M-15(M-Fifteen) 1: 2.5 :5(One cement isto two and half sand isto five graded crushed hard stone aggregate nominal mix) mechinacally mixed and viberated in open foudations and plinths parapets or similar works as per drawing and technical specification of Ministery of rural Development for rural roads August 2004 (Two thousand four) clause 802,803,1202 and 1203 (Eight hundred two , Eight hundred three, One thousand two hundred two and one thousand two hundred three) and curring complete, including the cost of form work and haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Providing weep holes in brick masonry/stone masonry plain cement concrete , wing wall, retun wall with 100 mm ( One hundred milimetre) dia A.C. (Air compressor) pipe extended thorugh the full width of the structure with slop of one in vertical and Twenty in horizontal towards drawing face complete as per drawing and technical specification of Ministery of rural Development for rural roads August 2004 (Two thousand four) clause 614,709,1204.3.7 (Six hundred fourteen, Seven hundred nine, One thousand two hundred four point three point seven ) and curring complete including the cost of form work and haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Back filling behind abutment, Wing wall &Return wall complete as per drawing and technical specification of Ministery of rural Development for rural roads August 2004 (Two thousand four) clause 1204.3.8 ( One thousand two hundred four point three point eight)and curring complete including the cost of form work and haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Providing and laying of boulder apron laid in wire Crates with 4 mm dia.G.I. Wire conforming to IS :280 (Two hundred eighty)and IS : 4826 (Four thousand eight hundred twenty six) in 100 mm x100 mm One hundred into one hundred milimetre) mesh (Woven diagonally ) including 10(Ten)percent extra for laps and joints laid with stone boulders weigthing not less than 25 Kg each as per drawing and technical specifications Clause 1301(One thousand three hundred one) including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Construction of granular Sub base by Providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achive the desired density, complete as per technical Specification clause 401 (Four hundred one)as per Technical specification clause 405( four hundred five) by all means including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Providing , laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness,hand packing , rolling with three wheel 80-100kn ( eighty-One hundred kn) static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill- up the interstices of coarse aggregate ,watering and compacting to the required density Grading -lll (Three) , 53mm to 22.4mm ( fifty three milimetre to twenty two point four milimetre) (as per Technical specification clause 405( four hundred five) by all means including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Providing and applying primer coat with bitumen emlusion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm (Seventy- one point zero kilogramme per square metre) using mechnical means as per Technical specification clause 502 (Five hundred two)including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Providing and applying tack coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 kg/sqm(Zero point two five to Zero point three zero kilogramme per squarement) on the preparred dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification clause 503.(Five hundred three) including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Providing ,laying and rollling of open-graded premix carpet of 20mm(Twenty milimetre) thickness composed of 13.2mm to 5.6mm (Thirteen point two milimetre to five point six milimetre)aggregates either using penetration grade emulsion (CRRI -Vetted Bitumen Emulsion) @ 21.50 KG PER 10 SQMT (At the rate two one point five zero kilogramme per ten squaementre)required line grade and level to serve as wearing course on a previously prepared base,inlcuding mixing in a concrete mizxture, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed be seal coat Type C as per TEchnical Specificaition clause 508.2.( Five hundred eight point two) including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Poviding and laying seal coat sealing the voids in a bitumenous (SS-2) surface laid to the specified levels, grade and cross fall using Type-B as per Technical Specification Clause 510(Five hundred ten).Bitumen S-90(Ninety) grade By manual means. including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the 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 one) including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67(Sexty seven) made of 1.5 mm (One point five milimetre)thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm(Sixty five milimetre) width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 (One thousand seven hundred one point three point nine)of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG(Forty seven into forty seven milimetre into twelve SWG) sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15(fifteen) grade cement concrete 450x450x600 mm, 600 mm (Four hundred fifty into four hundred fifty into six hundred milimetre, six hundred milimetre)below ground level as per approved drawing Clause 1701.2.2 (One thousand seven hundred one point two point two). 900 mm (Nine hundred milimetre)equilateral & triangle

600 mm(Six hundred milimetre) circular

600 mm x 450 mm (Six hundred into four hundred fifty milimetre)rectangular

900 mm(Nine hundred milimetre) side octagon

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron 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, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Reinforced cement concrete M15 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 (One thousand seven hundred three) Ordinary Kilometer Stone (Precast)

200 m (Two hundred metre)stone (precast)

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702( One thousand seven hundred two).

Routine Maintenance after completion of construction work as per terms and condition of bid document that is 7 C(VI) (Seven)of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads August 2004 (Two thousand Four) for rural roads including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge (i) For First year.

Routine Maintenance after completion of construction work as per terms and condition of bid document that is 7 C(VI)(Seven) of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads August 2004 (Two thousand Four) for rural roads including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge For 2nd year

Routine Maintenance after completion of construction work as per terms and condition of bid document that is 7 C(VI)(Seven) of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads August 2004 (Two thousand Four) for rural roads including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge For 3rd year

Routine Maintenance after completion of construction work as per terms and condition of bid document that is 7 C(VI)(Seven) of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads August 2004 (Two thousand Four) for rural roads including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge For 4th year

Routine Maintenance after completion of construction work as per terms and condition of bid document that is 7 C(VI)(Seven) of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads August 2004 (Two thousand Four) for rural roads including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge For 5th year