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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1,342.77Accepted-AOC | ₹1,342.77 Quoted ₹10.2 Cr | L1 | Accepted-AOC L1,Awarded |
Tender Value
₹11.9 Cr
EMD Value
₹23.8 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_128350_1
MG04III0303
Open Tender
Civil Works - Roads
Item Rate
360 days
Bhoirymbong
Please refer Tender documents.
6 documents required · 6 mandatory
₹12,000
₹23.8 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 |
|---|---|---|---|---|---|
| 1Cutting of branches of trees shrubs and trimming of grass and weeds | |||||
| 1.01 | i.Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 | 300 | Nos. | 145 | ₹43,500 |
| 1.02 | Cutting of branches of trees shrubs and trimming of grass and weeds
ii.Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914 | 800 | Sqm | 9 | ₹7,200 |
| 1.03 | Cutting of branches of trees shrubs and trimming of grass and weeds
iii) Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 | 69,650 | Sqm | 3 | ₹2,08,950 |
| 2Earthwork in Hill Road | |||||
| 2.01 | Excavation in Hilly Areas in Soil by mechanical means
A.Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 4,197.06 | Cum | 137 | ₹5,74,997.22 |
| 3Full Depth Recycling asphalt/granular pavement Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the 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. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant | |||||
| 4stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. | |||||
| 4.01 | The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne) [ Min thickness of FDR shall not be less than the thickness mentioned in DPR, However FDR Thickness will be based on Design Mix ] [RA-6]
1.Additional Materials | 3,408.99 | Cum | 1,884.92 | ₹64,25,673.43 |
| 4.02 | 2.Full Depth Reclaimation | 12,383.35 | Cum | 3,987.53 | ₹4,93,78,979.63 |
tech_bid_open.pdf
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fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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