Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.0 CrAdmitted-Finance | ₹44.0 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical does not meets eligilbility criteria |
| Sl No | Description | Qty | Unit | Shri Collinstar Sawkmie L1 |
|---|---|---|---|---|
| 1.00Preparation of Sub- Base | ||||
| 2.00 | Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground etc ….. Complete. | 5,792.19 | cum | 113.71 ₹7,77,183.31 Lowest |
| 3.00 | Compacting Original Ground.
(i) Compacting original ground supporting embankment Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scantified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 3,475.32 | cum | 59.61 ₹2,44,453.31 Lowest |
| 4.00 | Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with material obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. | 6,950.58 | cum | 704.28 ₹57,76,282.29 Lowest |
| 5.00 | Construction of granular sub-base by providing well graded material, mixing in mechanical mix plant at OMC carriage of mixed material to work site upto a lead of 1000 m, spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete (i) For Grading I Material. | 4,633.74 | cum | 3,559.3 ₹1,94,61,587.52 Lowest |
| 6.00 | Providing and laying spreading and compacting graded stone aggregate Wet Mix Macadam specification including pre mixing the materialk with water at OMC in Mechanical mixer (PUG MILLL) carriage of mixed materials by tripper to site, laying in uniform layers in sub base/ base course on the well prepared subbase and compacting with smooth wheel roller of 80-100 Kn weight to achieved the desired density including lighting, barricating and maintainance of divertion etc ……… complete. By Mechanical mean with 1 km leads | 4,633.74 | cum | 4,471.5 ₹2,44,49,326.72 Lowest |
| 7.00 | Priming Coat (i) 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 @ of 0.70 to 1.00 kg/sqm using mechanical means as per technical specification clause 502 | 23,168.67 | sqm | 53.18 ₹14,53,889.65 Lowest |
| 8.00 | Providing and applying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per table 500.4 pre mix with bituminous binder transported to site upto a lead of 1000 m lay over previously prepared surface with paver finisher clause 504 etc ……. Complete. (B) With anti-stripping Agent 19 mm Nominal size grading | 1,459.65 | sqm | 9,432.6 ₹1,62,46,587.62 Lowest |
| 9.00 | Tack Coat Penetration Grade Bitumen (80/100)
(i) Providing and supplying tack coat with penetration grade bitumen (S-90) using bitumen pressure distributor at the specified rate of 0.5 kg/sqm on the prepared WBM surface etc ……….. Complete. | 23,168.67 | sqm | 33.9 ₹9,26,793.14 Lowest |
| 10.00 | Semi Dense Bituminous Concrete
Providing and laying Semi Dense Bituminous Concrete with hot mix plant using crushed aggregates of specified grading as per table 500.14 MORTH pre mix with bituminous binder, transported to site upto a lead of 1000 m, layed over previously prepared surface with paver finisher to the required grade level and allignment and rolled to achieve the desire compaction as per Technical MORTH specification clause 508 etc ……. Complete. (A) Without anti-stripping Agent 10 mm Nominal size grading | 880.41 | sqm | 11,804 ₹1,22,62,984.38 Lowest |
Tender Value
Refer Docs
EMD Value
₹81.4 L
Closing Date
25 Aug 2025, 3:30 pmClosed
Chief Engineer
Chief Engineer, SSCM, Nongthymmai, Lumsohphoh, Shillong-793014
Construction of Synthetic Athletic Track Sandwich System at 03 Different Locations Under 1 Package In Meghalaya India
2025_MANDB_1758_1
SSCM/CE/TB-57/2024-25/Pt-I/20
Open Tender
Civil Works
Item Rate
MEGHALAYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹25,000
Yes
Chief Engineer SSCM
₹81.4 L
Yes
13 Oct 2025
5 Aug 2025
25 Aug 2025
5 Aug 2025
25 Aug 2025
12 Aug 2025
5 Aug 2025 - 11 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1 | Preparation of Sub- Base | - | - | - | - | - |
| 2 | Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground etc ….. Complete. | 1 | cum | 1.25 | ₹1.25 | 0.18% |
| 3 | Compacting Original Ground.
(i) Compacting original ground supporting embankment Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scantified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | - | cum | - | - | 0.18% |
| 4 | Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with material obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. | 1 | cum | 100 | ₹99.9 | 0.18% |
| 5 | Construction of granular sub-base by providing well graded material, mixing in mechanical mix plant at OMC carriage of mixed material to work site upto a lead of 1000 m, spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete (i) For Grading I Material. | 1 | cum | 1.25 | ₹1.25 | 0.18% |
| 6 | Providing and laying spreading and compacting graded stone aggregate Wet Mix Macadam specification including pre mixing the materialk with water at OMC in Mechanical mixer (PUG MILLL) carriage of mixed materials by tripper to site, laying in uniform layers in sub base/ base course on the well prepared subbase and compacting with smooth wheel roller of 80-100 Kn weight to achieved the desired density including lighting, barricating and maintainance of divertion etc ……… complete. By Mechanical mean with 1 km leads | 1 | cum | - | - | 0.18% |
| 7 | Priming Coat (i) 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 @ of 0.70 to 1.00 kg/sqm using mechanical means as per technical specification clause 502 | 1 | sqm | 100 | ₹99.9 | 0.18% |
| 8 | Providing and applying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per table 500.4 pre mix with bituminous binder transported to site upto a lead of 1000 m lay over previously prepared surface with paver finisher clause 504 etc ……. Complete. (B) With anti-stripping Agent 19 mm Nominal size grading | - | sqm | 1.25 | - | 0.18% |
| 9 | Tack Coat Penetration Grade Bitumen (80/100)
(i) Providing and supplying tack coat with penetration grade bitumen (S-90) using bitumen pressure distributor at the specified rate of 0.5 kg/sqm on the prepared WBM surface etc ……….. Complete. | 1 | sqm | - | - | 0.18% |
| 10 | Semi Dense Bituminous Concrete
Providing and laying Semi Dense Bituminous Concrete with hot mix plant using crushed aggregates of specified grading as per table 500.14 MORTH pre mix with bituminous binder, transported to site upto a lead of 1000 m, layed over previously prepared surface with paver finisher to the required grade level and allignment and rolled to achieve the desire compaction as per Technical MORTH specification clause 508 etc ……. Complete. (A) Without anti-stripping Agent 10 mm Nominal size grading | 1 | sqm | 100 | ₹99.9 | 0.18% |
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
RFP.pdf
Tender Documents • 1.00 MB
BOQ_1916.xls
BOQ • 0.47 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 .