Construction Of Saprul To Salan Via Harizan Basti Km 0 / 0 To 2 / 400 Balance Work Of Both Side Approaches To 8.00 Mtr Span Rcc Slab Culvert At Rd 1 / 490 ) ( Under Scsp
Tender Value
19.81 Lakhs
Estimated cost
Bid Submission
18 Jan 2022
0 days left
EMD
39600
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bhawarna → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Saprul To Salan Via Harizan Basti Km 0 / 0 To 2 / 400 Balance Work Of Both Side Approaches To 8.00 Mtr Span Rcc Slab Culvert At Rd 1 / 490 ) ( Under Scsp
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavationfor foundation ofstructure such as retaining walls, breast walls,culverts, drains andparapets etcetra in all type of classification of soilcomprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks ( Where blasting is prohibited)as per drawings and M.O.R.D. technicalspecification section 300 and 1600 as per direction ofthe Engineer-In – Charge includingsetting out, shoring and bracing , removal of stumpsand other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavatedsuitable approved material to the original surface in layers not exceeding 150mm ( one hundred fifty millimeter) compacted thickness of each layersincluding shoring and strutting and pumping and bailingout water (surface and sub soil water )upto any depthand any quantum of water including cleaning of slush which may arrise out during dewateringas per entire the satisfaction and the direction of Engineer-in-Charge. Includingcarriage of materials within all leads, liftsand other incidental . The rate is including octrai, royality, Malkana. toll tax, sale tax, GST or other taxes imposed by the Government. |
| 2 | Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation for all type of structurecomplete of plain cement concrete nominal mix 1:5:10 (One cement : five sand : ten graded crushed/broken stone aggregate 20mm (Twenty millimetre) nominal size including curing complete in parapetsand the like etceteraincluding the cost of form work as per drawing and M.O.R.Dtechnical specificationclause 802, 803, 1202 and 1203 as per thedirection of Engineer-in-charge including carriage of material within all leads and lifts and other incidental.The rate including of octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government. |
| 3 | Providing and laying100mm dia ( One Hundred millimetre) diameterP.V.C. pipeweep holes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall and retaining/breast wallsthrough the full width of the structures with slope of 1(V): 20 (H) (one vertical: twenty horizontal) towards draining face complete as per drawing andM.O.R.D. technical specifications clause 709 and 1206.6 and as per the entire satisfaction and direction of Engineer- in-Charge including carriage of materials within all leads and liftsand other incidental . The rateis includingoctroi,royality, Malkana, toll tax, GST orother taxesimposed by the Government. |
| 4 | Back filling with granular material behindabutments, wing walls, return walls complete and retaining walls complete as per drawing and MORD technical specifications clause 1203 and 1604 and as per the entire satisfaction and direction of Engineer-in-charge including carriage of material within all leads and lifts and other incidental.The rate isincluding of octroi, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government. |
| 5 | Construction of embankment for road way with approved materials from borrowpits , or other sources in layers of suitable thickness not exceeding 200mm (Two hundred milimeter) thick each layers and compacted with 80-100 (Eighty - Hundred) K.Nstatic/ vibratory road roller to meet the requirement of table 300.1 and 300.2 oftechnical specifications to lines, grades, levels and cross sections as per Drawings or direction of the Engineer-in-Charge to Technical specificationclause 301 and other relevent clauses including preparation of foundation for embankment in all kinds and classificationof soils including saturated soil and dewatering/ bailing out of water where ever required including handling of material for construction of embankments within all leads and lifts. The rate shall includecarriage of machineries, equipments, tools and materials and safety measures payment of all taxes, octroi royalityGST and other incidentals necessary to complete the work in all respects. |
AI Tender Summary
Tender Timeline
Jan 12, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 18, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 18, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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