Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC 05 TRIANGULAR COLONY P O PANDU P S JALUKBARI KAMRUP M PIN 781012 | GUWAHATI | KAMRUP M | ASSAM | 781012 | ₹2.2 Cr | L1 | Accepted-AOC Awarded |
| Sl No | Description | Qty | Unit | M/S KUNDU ENTERPRISE |
|---|---|---|---|---|
| 1.00 | 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 upto 1000 metres. | 9,555.26 | Cum | 20,87,824.31 ₹20.9 L |
| 2.00 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement 1000 m as per Technical Specification Clause 301.5 | 5,880.16 | Cum | 26,53,481 ₹26.5 L |
| 3.00 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 | 2,205.06 | Cum | 36,89,881.25 ₹36.9 L |
| 4.00 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place at OMC,andcomplete as per cl. 401 Grading II Material | 1,102.53 | Cum | 35,53,365.99 ₹35.5 L |
| 5.00 | 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. Two Layers | 1,102.53 | Cum | 48,17,063.82 ₹48.2 L |
| 6.00 | Tack Coat
Providing and applying tack coat with bitumen emulsion using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom (including cost of testing of materials at site and laboratory as directed by the deptt.) | 7,350.2 | Sqm | 99,742.21 ₹99,742.21 |
| 7.00 | 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 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) | 220.51 | Cum | 22,42,344.14 ₹22.4 L |
| 8.00 | 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 upto 1000 metres. | 1,360.45 | Cum | 2,97,258.33 ₹3.0 L |
| 9.00 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement 1000 m as per Technical Specification Clause 301.5 | 779.64 | Cum | 3,51,820.35 ₹3.5 L |
| 10.00 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 | 313.95 | Cum | 5,25,338.81 ₹5.3 L |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
5 Jan 2026, 12:00 pmClosed
Executive Engineer PWD JTRD Fancy Bazar
Executive Engineer PWD JTRD Fancy Bazar
Restoration of damaged road surface from caused due to underground water supply pipe laying under Guwahati Water Supply Project along roads executed by L and T Construction under Jalukbari TRD under SOPD G for the year 2025 26 Gr VIII
2025_PWD_49572_1
CS/JTRD/SOPD-G/11/2025-26
Open Tender
Civil Works – Roads
180 days
various location
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,500
Yes
₹4.5 L
Yes
Executive Engineer PWD JTRD Fancy Bazar
10 Feb 2026
23 Dec 2025
5 Jan 2026
23 Dec 2025
5 Jan 2026
31 Dec 2025
26 Dec 2025 - 29 Dec 2025
30 Dec 2025
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 upto 1000 metres.
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement 1000 m as per Technical Specification Clause 301.5
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place at OMC,andcomplete as per cl. 401 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. Two Layers
Tack Coat Providing and applying tack coat with bitumen emulsion using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom (including cost of testing of materials at site and laboratory as directed by the deptt.)
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 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
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 upto 1000 metres.
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement 1000 m as per Technical Specification Clause 301.5
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place at OMC,andcomplete as per cl. 401Grading 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.
Inter locking concrete Block pavement Interlocking pavement block : Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.
stage.html
html • 0.04 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 • 1.47 MB
FOB.pdf
Additional Documents • 0.32 MB
SBDRetender.pdf
Tender Documents • 4.33 MB
BOQ_78623.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid