Construction Of Link Road Village Kajwa Km. 0 / 00 To 2 / 150 ( Sh:- Construction Of Wire Crate Retaining / Wall At Rd. 1 / 015To 1 / 025, 1 / 135 To 1 / 155, 1 / 210 To 1 / 225And 1 / 270 To 1 / 285, Construction Of Boundary / Wall At Rd. 1 / 03
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Project Description
Construction Of Link Road Village Kajwa Km. 0 / 00 To 2 / 150 ( Sh:- Construction Of Wire Crate Retaining / Wall At Rd. 1 / 015To 1 / 025, 1 / 135 To 1 / 155, 1 / 210 To 1 / 225And 1 / 270 To 1 / 285, Construction Of Boundary / Wall At Rd. 1 / 030 To 1 / 070 And 1 / 700 To 1 / 715 And construction of 900Mm Dia Rcc Hume Pipe Culvert At Rd. 1 / 315 And 1 / 675 ) Under Mnp
BOQ
| Sl. No. | Item Description |
| 1 | Excatation in soil in hilly area in all depths using manual means as per drawing and technical specification ministry of Rural Development for rural roads August 2004 (Two thousands four) clause 305.1 (three hundred five point one) including setting out, coustruction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and bottom and back filling in trenches with excavated suitable materials and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places in specified manner, systematically with level consideration to avoiding a diverse effects on environment, trimming filling of uneverness blind age and finishing of the road to specified dimension or as directed by the Engineer-in-charge. any loss to the public or private property during the course of excavation shall be the whole 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. |
| 2 | 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 (whereblastingis 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 respectincluding 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. |
| 3 | Providing and laying plain cement concrete 1:6:12 (One cement is to six sand is to twelve graded hard crushed stone aggregate nominal mix) mechanically mixed and vuberated in foudationor 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 includingcost 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 |
| 4 | Providing concrete for plain/reinforced concrete in open foundationcomplete as per drawing and technical specification clause 802,803,1202 and 1203 1:4:8 (One Cement : Four Sand:EightGraded Stone aggregate)25mm (Twenty Five milimetre)and curing complete includingcost 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 . |
| 5 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203PCC.Grade-M-10 nominal mix 1:3:6 ( one cement : three sand: six graded stone aggregatesincluding all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge. |
| 6 | Providing and laying reinforced cement concrete pipe NP2 for,culverts on first class bedding of granular material in signle row including fixing collar with cement mortar 1:3 (one cement isto three sand)but excluding excavation protection works back filling concrete and masonry works in head walls and parapets clause 1108.RCC pipe NP2 900mm (nine hundred milimetre) dia as per design 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. |
| 7 | Providing weep holes in brick masonry/stone masonry plain cement concrete , wing wall, retun wall with 100 mm ( One hundred milimetre) dia P.V.C. 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) clause614,709,1204.3.7 (Six hundred fourteen, Seven hundred nine, One thousand two hundred four pointthree point seven ) and curring complete including the cost of form workand 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. |
| 8 | Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8. and curring complet 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. |
| 9 | Wire crate made of G.I. wire filling with boulder with square cut faces against the wire(wirecrates to be measured and paid for seperatelyas per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge |
| 10 | Wire crate made of G.I. wire filling with boulder with square cut faces against the wire (Boulder filling to be measured and paid for seperately )G.I.wire 4 mm thick corresponding to SWG-8 ,15cmx15cm mesh 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 asper direction of Engineer- in-Charge |
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