Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 CrAccepted-AOC | L1 | Accepted-AOC AWARDED | |
| 2 | L2₹11.6 Cr+₹2,855 (<0.01%)Rejected-AOC | L2 | Rejected-AOC NOT AWARDED |
| Sl No | Description | Qty | Unit | MS Trishul Associates L1 | M/S K. C. CHHAWCHHARIYA L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201.1
i) By mannual means
A) In area of non thomy junggle | 0.52 | Ha | 1,00,000 ₹52,000 | 52,995.08 ₹27,557.44 Lowest |
| 2.00 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | 786.8 | Cum | 2,000 ₹15,73,600 | 1,644.26 ₹12,93,703.77 Lowest |
| 3.00 | Construction of embankm.ent 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 of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land | 50,261.26 | Cum | 250 ₹1,25,65,315.13 Lowest | 258.21 ₹1,29,77,960.08 |
| 4.00 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical Specification Clause 302.3 (Mannual shuold be used where machine can not be deployed due to site condition)
ii) Excavation in soil with Dozer with lead upto 100m ... | 1,124 | Cum | 60 ₹67,440 | 57.52 ₹64,652.48 Lowest |
| 5.00 | Construction of subgrade and 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.(i) Private Land | 8,588.82 | Cum | 300 ₹25,76,646 Lowest | 339.68 ₹29,17,450.38 |
| 6.00 | 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 402 (initial lead of 5km)
Gr-II Material. | 2,264.14 | Cum | 5,000 ₹1,13,20,700 | 2,782.77 ₹63,00,580.87 Lowest |
| 7.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, ete as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
By Mechanical Means with 1 km lead | 4,191.08 | Cum | 5,563 ₹2,33,14,978.04 | 3,584.63 ₹1,50,23,471.1 Lowest |
| 8.00 | Prime 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 at the rate of 0.70 kg/sqm. Using machnical means as per Technical Specification Clause No.502... | 13,970.25 | Sqm | 40 ₹5,58,810 | 39.78 ₹5,55,736.55 Lowest |
| 9.00 | TACK COAT - Providing and applying tack coat with bitumen emulsion (RS-1 ) using emulsion distributor at the rate of 0.25 to 0.30 kg/sqm. On the prepared granular surface treated with primer & cleaned with hydrolic broom as per Technical Specification Clause 503... | 13,970.25 | Sqm | 10 ₹1,39,702.5 Lowest | 13.33 ₹1,86,223.43 |
| 10.00 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox 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. 507. 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.)
(b) With rock dust as filler (refer table 500-9 of MoST&H specification.
B.with Polymer modified bitumen 70
I)for Grading I (40 mm nominal size ) ... Qty as per Qnty Statement | 1,117.62 | Cum | 11,000 ₹1,22,93,820 | 9,465.85 ₹1,05,79,223.28 Lowest |
Tender Value
₹11.6 Cr
EMD Value
₹23.1 L
Closing Date
6 Aug 2025, 2:00 pmClosed
Chief Engineer,PWRD
O/o the Chief Engineer, PWRD, Assam, Guwahati-3
Construction of approach road from NH37 to Sivsagar Medical College under SOPD-G for the year 2025-26 under Sivsagar Demow TRD under Demow LAC
2025_PWD_45696_1
CE/Commn/17/2025-26/1
Open Tender
Civil Works – Roads
Item Rate
270 days
Sivsagar
Please refer Tender documents.
4 documents required · 4 mandatory
₹20,000
₹23.1 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
8 Oct 2025
17 Jul 2025
6 Aug 2025
17 Jul 2025
6 Aug 2025
17 Jul 2025
17 Jul 2025 - 6 Aug 2025
24 Jul 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201.1
i) By mannual means
A) In area of non thomy junggle | - | Ha | 52,995.08 | - |
| 2 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | 1 | Cum | 1,644.26 | ₹1,642.62 |
| 3 | Construction of embankm.ent 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 of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land | 0.88 | Cum | 258.21 | ₹226.45 |
| 4 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical Specification Clause 302.3 (Mannual shuold be used where machine can not be deployed due to site condition)
ii) Excavation in soil with Dozer with lead upto 100m ... | - | Cum | 57.52 | - |
| 5 | Construction of subgrade and 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.(i) Private Land | 1 | Cum | 339.68 | ₹339.34 |
| 6 | 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 402 (initial lead of 5km)
Gr-II Material. | 1 | Cum | 2,782.77 | ₹2,779.99 |
| 7 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, ete as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
By Mechanical Means with 1 km lead | 1 | Cum | 3,584.63 | ₹3,581.05 |
| 8 | Prime 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 at the rate of 0.70 kg/sqm. Using machnical means as per Technical Specification Clause No.502... | - | Sqm | 39.78 | - |
| 9 | TACK COAT - Providing and applying tack coat with bitumen emulsion (RS-1 ) using emulsion distributor at the rate of 0.25 to 0.30 kg/sqm. On the prepared granular surface treated with primer & cleaned with hydrolic broom as per Technical Specification Clause 503... | - | Sqm | 13.33 | - |
| 10 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox 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. 507. 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.)
(b) With rock dust as filler (refer table 500-9 of MoST&H specification.
B.with Polymer modified bitumen 70
I)for Grading I (40 mm nominal size ) ... Qty as per Qnty Statement | 1 | Cum | 9,465.85 | ₹9,456.38 |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.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
BOQ_72432.xls
BOQ • 2.86 MB
175960529.pdf
Tender Documents • 1.94 MB
175960530.pdf
Tender Documents • 8.54 MB
175960531.pdf
Tender Documents • 0.40 MB
175960533.html
Tender Documents • 0.06 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 .