Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DEEPAN SINGH L1 |
|---|---|---|---|---|
| 1.00Construction of Earthen Shoulders | ||||
| 1.01 | Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 4,836.39 | cum | - |
| 2.00Surface Drains in Soil | ||||
| 2.01 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
Manual Means | 4,155 | meter | - |
| 3.00 | Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material | 1,960.16 | cum | - |
| 4.00Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means | ||||
| 4.01 | WBM Grading 2 | 1,210.76 | cum | - |
| 4.02 | WBM Grading 3 | 1,513.95 | cum | - |
| 5.00Bituminous Items | ||||
| 5.01 | Prime Coat :
Low porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 21,002.15 | sqm | - |
Tender Value
₹2.1 Cr
EMD Value
₹4.1 L
Closing Date
17 Aug 2020, 4:00 pmClosed
Empowered Officer,SRRDA,PMGSY
Office of the Empowered Officer,SRRDA,PMGSY Cell Lower Lachumiere,Meghalaya,Shillong-793001
MBT
2020_CEMEG_97023_1
MG0190
Open Tender
Civil Works - Roads
Item Rate
270 days
Gokolgre road
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,000
Empowered Officer, SRRDA, Meghalaya
₹4.1 L
Yes
Shillong
11 Sept 2020
24 Jul 2020
18 Aug 2020
27 Jul 2020
17 Aug 2020
27 Jul 2020
27 Jul 2020 - 10 Aug 2020
10 Aug 2020
Amount
Construction of Earthen Shoulders
Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Manual Means
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means
WBM Grading 2
WBM Grading 3
Bituminous Items
Prime Coat : Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
Seal Coat Type C Providing & laying seal coat using Bitumen Emulsion sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical specification Clauses 510 (Excluding Loading, Unloading, Haulage, VAT and Labour Cess) (II) Bitumen Emulsion
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
5th Kilometre Stone (precast)
Ordinary Kilometer stone (precast)
Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701
600 mm equilateral triangle
600 mm circle
Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6
Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint as per IRC - 67 : 2001
Maintenance Cost
Maintenance for 1st year
Maintenance for 2nd year
Maintenance for 3rd year
Maintenance for 4th year
Maintenance for 5th year
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.46 MB
MBDVIIIMG0190.pdf
Tender Documents • 1.16 MB
BOQ_163805.xls
BOQ • 0.24 MB
Unbalance.pdf
Additional Documents • 0.18 MB
BidSubmission.pdf
Additional Documents • 0.50 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .