Installation Of Steel Crash Barrier Along With Edging Kharkoli To Rajana Road Km. 0 / 00 To 15 / 170 ( Sh P / F W-Metal Beam Crash Barrier In Km.5 / 350 To 5 / 500 With Edging At Rd.5 / 360 To 5 / 400 ) Under Black Spot Installation Of Steel Crash Barrie
Tender Value
8.80 Lakhs
Estimated cost
Bid Submission
28 Jan 2022
0 days left
EMD
17700
Bank guarantee accepted
Document Fee
350
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sangrah → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Installation Of Steel Crash Barrier Along With Edging Kharkoli To Rajana Road Km. 0 / 00 To 15 / 170 ( Sh P / F W-Metal Beam Crash Barrier In Km.5 / 350 To 5 / 500 With Edging At Rd.5 / 360 To 5 / 400 ) Under Black Spot Installation Of Steel Crash Barrier Along With Edging Kharkoli To Rajana Road Km. 0 / 00 To 15 / 170 ( Sh P / F W-Metal Beam Crash Barrier In Km.5 / 350 To 5 / 500 With Edging At Rd.5 / 360 To 5 / 400 ) Under Black Spot
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 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)40mm (Forty 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 . |
| 4 | Providing andlayingcement concretefor plain/reinforced cocncrte in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203 PCC Grade M-15 (M- Fifteen) HPPWDtechnical Specifications, including all leads lifts and carriageof materials. |
| 5 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail 70 CM (Seventy Centimetre) above road/ ground level fixed on ISMC series chennel vertical post 150x75x5xmm(One Hundred Fifty into Seventy Five into Five Milimetre) spaced 2.0 m (Two Point Zero) centre to centre, 1.80 m (One Point Eighty Metre) high 1.1 m (One point One metre) below ground level, all steel parts and flaments to be beam rail to be fixed on the vertical post with a space of chennel section 150x75x5xmm (One Hundred Fifty into Seventy Five into Five Milimetre) , 300mm(Three Hundred milimetre) long complete as per clause 810. |
| 6 | 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. |
| 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. |
AI Tender Summary
Tender Timeline
Jan 20, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 28, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 28, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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