Construction Of Dalyanoo Pullilani Nainidhar Road Km 0/0 To 22/800 Construction Of 900 Mm Dia Hume Pipe Culvert At Rd 12/870 And 14/525 )
Tender Value
5.72 Lakhs
Estimated cost
Bid Submission
08 Oct 2019
0 days left
EMD
11500
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
construction of Dalyanoo Pullilani Nainidhar Road Km 0/0 To 22/800 construction of 900 Mm Dia Hume Pipe Culvert At Rd 12/870 And 14/525 )
BOQ
| Name of Work: C/O Dalyanoo Piulillani Nainidhar road km 0/00 to 22/800 (SH: C/o 900 mm dia Hume pipe culvert at RD 12/870 & 14/525) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 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 dispoal 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 adverse effects on environment, trimming filling of unevenness 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 sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases. | BI01010001010000000000000515BI0100001113 | 26.12 | Per cubic meter |
| 2 | 2 | Earth work in excavation for structures in all depths as per drawing and Technical specification of Ministery of Rural Development for rural roads August 2004 (Two thousand four) C-305-1(Clause-three hundred five point one) including setting out construction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and botttom and back filling in tranches with excavated suitable materials all work of rock cutting by blasting shall be carried out by taking all necessry precaution against soil erosion damages to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiesling 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,side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling 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 systemathically with due consideration to avoiding adverse effects on environment, trimming filling of unevenness blind age and finishing of the road to specified dimension to the entire satisfaction as directedby the Engineer-in-charge. If the foundatioin of the structure is in an area with stangnat water or water is met with in the excavation due to spring seepage rain and other courses it shall be remove by suitable diversion boilingout or pumping as directed and the area of foudation or embankment shall be kept dry any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases. | BI01010001010000000000000515BI0100001114 | 88.74 | Per cubic meter |
| 3 | 3 | Providng and laying concrete for plain/reinforced Concrete M-10 in open foundation 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) including all leads,lifts and carriage of materials as per HP.PWD specification including hauling of material in all leads, lifts as per the entire specification and direction of Engineer-in-charge | BI01010001010000000000000515BI0100001115 | 142.76 | Per cubic meter |
| 4 | 4 | Providng and laying concrete for plain/reinforced Concrete M-15 in open foundation 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 | BI01010001010000000000000515BI0100001116 | 28.72 | Per cubic meter |
| 5 | 5 | 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 1:2 (One cement is to Two sand)but excluding excavation, protection works, back filling ,concrete and masonry works in head walls and parapets clause 1108 (One thousand one hundred eight) RCC pipe NP2 900mm dia as per design including all leads,lifts and carriage of materials as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001117 | 15 | Per Running Metre |
| 6 | 6 | 20mm Flagged stone flooring laid in Cement mortar 1:5 (One Cement is to Five Sand )including all leads,lifts and carriage of materials as per HP.PWD specification including hauling of material in all leads, lifts as per the entire specification and direction of Engineer-in-charge | BI01010001010000000000000515BI0100001118 | 0.98 | Per Square meter |
| 7 | 7 | Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specificaition clause 1204.3.8 (One thousand two hundred four point three point eight) Granular material including all leads,lifts and carriage of materials as per HP.PWD specification including hauling of material in all leads, lifts as per the entire specification and direction of Engineer-in-charge | BI01010001010000000000000515BI0100001119 | 35.24 | Per cubic meter |
| 8 | 8 | Provinding weepholes in brick masonry /stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing and technical specification Clause 614, 709, 1204.3.7 as per H.P. PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges. | BI01010001010000000000000515BI0100001120 | 32 | Per each |
AI Tender Summary
Tender Timeline
Sep 24, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 09, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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