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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1,575.40Accepted-AOC | ₹1,575.40 Quoted ₹15.8 Cr | L1 | Accepted-AOC L1,Awarded |
Tender Value
₹14.7 Cr
EMD Value
₹29.4 L
Closing Date
11 Oct 2023, 4:00 pmClosed
Empowered Officer, SRRDA, PMGSY.
Office of the Empowered Officer, SRRDA, PMGSY Cell Lower lachumiere, Meghalaya, Shillong - 7930001
Construction i/c MBT
2023_CEMEG_128352_1
MG02III0806
Open Tender
Civil Works - Roads
Item Rate
360 days
Ichamati Bholaganj
Please refer Tender documents.
6 documents required · 6 mandatory
₹15,000
₹29.4 L
Yes
19 Dec 2023
26 Sept 2023
12 Oct 2023
26 Sept 2023
11 Oct 2023
26 Sept 2023
26 Sept 2023 - 4 Oct 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dismantling of structures | |||||
| 1.01 | 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 with all lifts and lead of 1000 m as per Technical Specification Clause 202. A.
By manual means | - | cum | 683 | - |
| 2 | Removal of Hume Pipes
Removing all types of Hume pipes (600 mm dia) and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads.
iii) Above 900mm dia | - | m | 512 | - |
| 3Pavement | |||||
| 3.01 | Construction of Embankment with Materials Obtained from Roadway Cutting-Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | - | cum | 222 | - |
| 3.02 | Construction of Subgrade and Earthen Shoulders(Relaying)-Stripping, Storing and Relaying Top Soil from Right-of-Way (R.O.W) | - | cum | 241 | - |
| 4Stabilization of in-situ (existing pavement crust) or soil or otherwise sub-base/base course upto the required depth by cold in-situ recycling using cement and chemical additives/otherwise. Providing,pulverizing, spreading, milling and mixing of chemical additives at appropriate rate as per Job Mix design in accordance with IRC-Sp-72-2015, IRC-37-2012 & 2018 and IRC SP 89 (Part II) 2018. Supply and Application of Polymer Treated Base Course (250 mm thick) - Good quality soil of approved quality having desired grading, CBR & PI values or mixing the borrow soil with suitable soil to have consistent desired grading, CBR & PI values with all lead and lift and spreading the same in layers not exceeding around 250 mm thickness, alternatively ripping the existing soil to 250 mm depth if same soil meets the desired grading, CBR & PI values or else mixing same with suitable approved soil from borrow area with all lead and lift to have consistent desired grading, CBR & PI values. | |||||
| 4.01 | Spreading this approved soil layer evenly. Additive of desired dosage (as per design) is premixed with water to ensure moisture content of soil to achieve 1% excess of OMC when mixed properly and consistently. This premixed additive is sprayed over the evenly spread soil at controlled manner and mixed with tractor plougher to achieve desired consistency and followed by grader blade to required profile & levels and compacted with 10 ton capacity vibratory power roller to achieve the desired dry density of 95-98% and to ensure a minimum consistent thickness of 250 mm of treated soil layer all through, complete as per IS 2720-part 8, with all labour, hire charges for tools and plants employed and other incidentals charges to completed the work as a whole as per the specification and as directed by the engineer in charge. | - | cum | 3,567.65 | - |
| 5 | Wetmix macadam- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 0.4 | cum | 4,587.56 | ₹1,835.02 |
| 6 | Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of 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 achievethe desired compaction as per MORTH specification Clause : 509 complete in all respects | 1 | cum | 13,643.81 | ₹13,630.17 |
tech_bid_open.pdf
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