Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹20.0 CrAccepted-AOC DIGHALIPUKHURI GUWAHATI 781001 | KAMRUP METRO | ASSAM | 781001 | ₹20.0 Cr | L3 | Accepted-AOC L-1 Bidder |
| 2 | L2₹20.3 CrRejected-AOC 2ND FLOOR PARNIL COMPLEX ZOO ROAD TINALI GUWAHATI 24 | KAMRUP METRO | ASSAM | 781024 | ₹20.3 Cr | L2 | Rejected-AOC Quoted higher than L-1 Bidder |
| 3 | L3₹20.5 CrRejected-AOC | ₹20.5 Cr | L3 | Rejected-AOC Quoted higher than L-1 Bidder |
| Sl No | Description | Qty | Unit | Sri Uday Baishya L3 | M/S DHANSIRI ASSOCIATES L2 | M/S D.K. (ASSAM) ASSOCIATES PVT. LTD. L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling of Structures
(Dismantling of existing structures like culverts, bridges, retainingwallsand other structure comprising ofmasonry, cement concrete, wood work, steel work, includingT&Pandscaffoldingwherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)
By Mechanical Means Reinforced Cement Concrete | 280.8 | cum | 345 ₹96,876 | 345 ₹96,876 | 340 ₹95,472 Lowest |
| 2.00 | Excavation in Soil by Manual Means. (a) (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) | 25,112.5 | cum | 305 ₹76,59,312.5 | 305 ₹76,59,312.5 | 300 ₹75,33,750 Lowest |
| 3.00 | Excavation in Marshy Soil - (Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead up to 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines,grades and cross sections.) | 12,300 | cum | 152 ₹18,69,600 | 152 ₹18,69,600 | 150 ₹18,45,000 Lowest |
| 4.00 | Construction of Embankment with Material Obtained from Borrow Pits - Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table300-2 ( including compensation of earth.) (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land | 20,336 | cum | 605 ₹1,23,03,280 | 605 ₹1,23,03,280 | 600 ₹1,22,01,600 Lowest |
| 5.00 | Construction of Subgrade and Earthen Shoulders - (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting tosite, spreading, grading to required slope and compacted to meet requirement of table(300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (i) From Private land . | 2,871.03 | cum | 652 ₹18,71,911.56 | 652 ₹18,71,911.56 | 650 ₹18,66,169.5 Lowest |
| 6.00 | Granular Sub-base with Close Graded Material (Table:400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material,mixing in a mechanical mix plant at OMC, carriage of mixed Material towork site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratoy power roller to achieve the desired density, complete as per cl. 401 (with an initial lead of 5Km.) (Including cost of testing of materials at site and laboratory as directed by the deptt.) for grading- II Material | 898.39 | cum | 6,010 ₹53,99,323.9 | 6,010 ₹53,99,323.9 | 6,000 ₹53,90,340 Lowest |
| 7.00Construction of Sump(7.5m x 20m x 5.5m depth) | ||||||
| 7.01 | Excavation in Soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 1,388.83 | cum | 325 ₹4,51,369.75 | 325 ₹4,51,369.75 | 320 ₹4,44,425.6 Lowest |
| 7.02 | 'Carriage of Earth by mechanical transport icluding Loading,unloading and stacking upto 10 km | 1,388.83 | cum | 410 ₹5,69,420.3 | 410 ₹5,69,420.3 | 400 ₹5,55,532 Lowest |
| 7.03 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 81.7 | cum | 1,550 ₹1,26,635 | 1,550 ₹1,26,635 | 1,500 ₹1,22,550 Lowest |
Tender Value
₹20 Cr
EMD Value
₹40 L
Closing Date
12 Feb 2026, 2:00 pmClosed
CEO ,GMDA
OFFICE OF GMDA, BHANGAGARH,GUWAHATI
Interlinking for flood resilience from NH-27 (near Apollo Excel Care Hospital) to the Paschim Boragaon retention area. (Storm water drain from Excel care, Boragaon NH-27 to Deepor Beel)
2026_GMDA_50485_1
GMDA/DEV/06/2025/Pt-II/04
Open Tender
Civil Works
Item Rate
GUWAHATI
Please refer Tender documents.
4 documents required · 4 mandatory
₹20,000
₹40 L
Yes
24 Apr 2026
22 Jan 2026
12 Feb 2026
22 Jan 2026
12 Feb 2026
28 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of Structures
(Dismantling of existing structures like culverts, bridges, retainingwallsand other structure comprising ofmasonry, cement concrete, wood work, steel work, includingT&Pandscaffoldingwherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)
By Mechanical Means Reinforced Cement Concrete | - | cum | 1.25 | - |
| 2Excavation in Soil by Manual Means. (a) (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) | |||||
| 3 | Excavation in Marshy Soil - (Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead up to 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines,grades and cross sections.) | 12,300 | cum | 100 | ₹12,30,000 |
| 4 | Construction of Embankment with Material Obtained from Borrow Pits - Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table300-2 ( including compensation of earth.) (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land | 20,336 | cum | 53 | ₹10,77,808 |
| 5 | Construction of Subgrade and Earthen Shoulders - (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting tosite, spreading, grading to required slope and compacted to meet requirement of table(300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (i) From Private land . | - | cum | 10 | - |
| 6 | Granular Sub-base with Close Graded Material (Table:400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material,mixing in a mechanical mix plant at OMC, carriage of mixed Material towork site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratoy power roller to achieve the desired density, complete as per cl. 401 (with an initial lead of 5Km.) (Including cost of testing of materials at site and laboratory as directed by the deptt.) for grading- II Material | 898.39 | cum | 1.25 | ₹1,122.99 |
| 7Construction of Sump(7.5m x 20m x 5.5m depth) | |||||
| 7.01 | Excavation in Soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | - | cum | 10 | - |
| 7.02 | 'Carriage of Earth by mechanical transport icluding Loading,unloading and stacking upto 10 km | - | cum | 22 | - |
| 7.03 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | - | cum | - | - |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 • 0.38 MB
SBD.pdf
Tender Documents • 0.98 MB
LOB.pdf
Additional Documents • 0.21 MB
BOQ_80360.xls
BOQ • 0.40 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 .