Construction Of Rcc Box Drain In Selected Stretches From Km 156 . 060 To 156 . 220 Lhs At Navalgund Town Limits On Vijaypur-Hubli Section Of Nh-218
Tender Value
Ref. Documents
Estimated cost
Bid Submission
10 Dec 2020
0 days left
EMD
45000
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Navalgund → Karnataka
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Rcc Box Drain In Selected Stretches From Km 156 . 060 To 156 . 220 Lhs At Navalgund Town Limits On Vijaypur-Hubli Section Of Nh-218
BOQ
| Name of Work :- Construction of RCC box drain in selected stretches from Km. 156.060 to 156.220 LHS at Navalgund town limits on Vijayapur - Hubballi section of NH-218 under M&R grants. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material including all labour, hire charges of all machineries etc., complete.with all lead and lifts and asper the directions of Engineer-in-charge of work. | |||
| 2 | 1.1 | Existing Walls | 78.12 | Cum | |
| 3 | 1.2 | CC Bed | 29.3 | Cum | |
| 4 | 2 | Earth work excavation for raodway in soil by manual means including loading , unloading in truck for carring of cut earth to embankment site . Including all labour, hire charges of all machineries etc., complete.with all lead and lifts and asper the directions of Engineer-in-charge of work. | 451.98 | Cum | |
| 5 | 3 | Construction of embankment with approved material obtained from borrow pits in layers not exceeding 250mm loose thickness,spreading,breaking clods,removal of roots and other organic materials to the required line grade and cross section including watering,consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density including all labour, hire charges of all machineries etc., complete.with all lead and lifts and asper the directions of Engineer-in-charge of work. | 276.21 | Cum | |
| 6 | 4 | Providing & laying Plain / Reinforced Cement Concrete M 15 [1:2:4] in open foundaton using Granite/Basalt/Trap crushed stone aggregate 20 mm nominal size, clean seived approved sand, mechanically mixed in concrete mixer, placed in foundation and compacted by vibrator, curing for 14 days,including all labour, hire charges of all machineries etc., complete.with all lead and lifts and asper the directions of Engineer-in-charge of work. | 50.22 | Cum | |
| 7 | 5 | Providing & laying Plain / Reinforced Cement Concrete M 20 [1:1.5:3] in substructure for Abutment / Pier Cap using granite/trap/basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., including all labour, hire charges of all machineries etc., complete.with all lead and lifts and asper the directions of Engineer-in-charge of work.Material Requirement: Cement 347.33 Kg, Sand 0.45 Cum, Metal 0.90 Cum. As per Engineer in Charge | 101.84 | Cum | |
| 8 | 6 | Providing TMT Steel bar reinforcement conforming to IS-1786, FE-500 Grade designation as per table 1000-3 including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tieing, lapping and or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) iincluding all labour, hire charges of all machineries etc., complete.with all lead and lifts and asper the directions of Engineer-in-charge of work.. Material Requirement: TMT 1050 Kg, Binding Wire 6.00 Kg. As per Engineer in Charge | 8.85 | Ton | |
| 9 | 7 | Providing Weep Holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 110mm dia PVC pipe, fixing in position in C.M.1:3 with collar and clamp extending through the full width of the structure with slope of IV : 20H towards drawing force as per drawing including all labour, hire charges of all machineries etc., complete.with all lead and lifts and asper the directions of Engineer-in-charge of work. | 4.2 | Rmtr | |
| 10 | 8 | Providing and fixing 7.5 cm to 15 cm dia NP Grating 100 mm dia including all labour, hire charges of all machineries etc., complete.with all lead and lifts and asper the directions of Engineer-in-charge of work. | 13 | Each |
AI Tender Summary
Tender Timeline
Nov 21, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedDec 10, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 11, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender