Re Wall Work And Flyash Filling Road Work In Super Structure And Re Wall At 04 Lane Rob On Crossing 40C Saraiya Crossing Unnao
Tender Value
Ref. Documents
Estimated cost
Bid Submission
05 Apr 2022
0 days left
EMD
23 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
saraiya → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Re Wall Work And Flyash Filling Road Work In Super Structure And Re Wall At 04 Lane Rob On Crossing 40C Saraiya Crossing Unnao
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-Mar-2022 | correction in Unit in Bill of Quantity | Financial Bid | 05-Apr-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Following work at4 Lane ROB 40C, Saraiya Crossing, Unnao |
| 2 | Excavation of Earth with levelling compaction to achieve 95% proctor density including lift up to 1.50 M including dressing of excavated area of foundation trenches including all machine T&P and labour etc and disposal of all excavates Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Cutting of Soil) (MORTH Clause 12.1 (304)) |
| 3 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. - Scraping of Painted Road Crust (MORTH Clause 2.5 (202A)) |
| 4 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. - Scraping of Granular Coarse (MORTH Clause 2.5 (202B)) |
| 5 | Facing Element of R.C.C. (Area of R.E. Pannels)(MORTH Clause 7.4 (3105)) |
| 6 | Construction of sub surface drain 200 mm dia using geotextiles treated with carbon black with physical properties as given in clause 702.2.3 formed in to a stable network and a planar geocomposite structure, joints wrapped with geotextile to prevent ingress of soil, all as per clause 702 and approved drawings including excavation and backfilling (MORTH Clause 7.1 (702) |
| 7 | Assembling, joining and laying of reinforcing elements. (With reinforcing elements of synthetic geogrids) (MORTH Clause 7.4(3103)) |
| 8 | Construction of embankment with Flyash only conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved plans. (MORTH Clause 3.34) |
| 9 | Providing, laying and spreading Materialon a prepared sub grade adding cement as 2% cement to the spread materialManually mixing in place with rotavator compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. (Cement Treated Sub Base) |
| 10 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 11 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. (D.B.M.) |
| 12 | Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Super Structure - 304.35+ RE Wall - 165.84) |
| 13 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70to 1.00 kg/sqm using mechanical means. |
| 14 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
AI Tender Summary
Tender Timeline
Mar 27, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Apr 05, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedApr 05, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 08, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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