Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.7 Cr+₹7.3 L (4.40%)Rejected-AOC WARD NO 13 GURUNANAK NAGAR BONGAIGAON | DHUBRI | ASSAM | 783371 | ₹1.7 Cr+₹7.3 L (4.40%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.7 Cr+₹8.5 L (5.18%)Rejected-AOC GURUNANAK NAGAR WARD NO 13 HOUSE NO 345 CITY TOWN P O P S BONGAIGAON DISTRICT BONGAIGAON PIN 783380 | BONGAIGAON | ASSAM | 783380 | ₹1.7 Cr+₹8.5 L (5.18%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SRI SHRIRAM RABIDAS L2 | Sibji Rabi Das L3 | Samrat Brahma L1 |
|---|---|---|---|---|---|---|
| 1.00 | 2.2: Clearing and grubbing road land including uprooting, wild vegetation, grass, bush, shurbs, sampling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and staking of serviceable material to be used or auctioned. up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per MORTH specification 201.
(i) By Manual Means
(A) In area of non thorny jungle. | 0.65 | Hect. | 48,952 ₹31,818.8 Lowest | 50,000 ₹32,500 | 55,000 ₹35,750 |
| 2.00 | 3.2: Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4. | 4,875 | Sqm | 14.25 ₹69,468.75 Lowest | 15 ₹73,125 | 15 ₹73,125 |
| 3.00 | 3.5(i): Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) | 4,678.45 | Cum | 105 ₹4,91,237.57 | 110 ₹5,14,629.83 | 100 ₹4,67,845.3 Lowest |
| 4.00 | 3.4: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting up to meet requirement of Tables 300.1 and 300.2 with lead up to 1000m as per Technical Specification Clause 301.5
(I) Private Land. | 8,911.33 | Cum | 210 ₹18,71,379.3 | 220 ₹19,60,492.6 | 200 ₹17,82,266 Lowest |
| 5.00 | 3.14: Construction of sub-grade and earthen shoulders with approved material obtained from borrow fits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with a lead upto 1000m as per Technical Specification Clause 303.1.
(i) Private land | 648.7 | Cum | 230 ₹1,49,201 | 250 ₹1,62,175 | 210 ₹1,36,227 Lowest |
| 6.00 | 4.1(Analysis): 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. | 341.9 | Cum | 2,795 ₹9,55,610.5 | 2,790 ₹9,53,901 Lowest | 2,850 ₹9,74,415 |
| 7.00 | 4.7(2)(Analysis): Providing, laying, spreading and compacting graded stone aggregates to water bound macadam specification including spreading uniform thickness, hand packing rolling with smooth wheel roller 80-100kN in stages………….. Required xdensity Grading-2 as per Technical specification Clause 405.
(A) By Manual Means (i) For widening portion | 170.3 | Cum | 4,850 ₹8,25,955 | 4,850 ₹8,25,955 | 4,600 ₹7,83,380 Lowest |
| 8.00 | 4.7(3)(Analysis): Providing, laying, spreading and compacting graded stone aggregates to water bound macadam specification including spreading uniform thickness, hand packing rolling with smooth wheel roller 80-100kN in stages………….. Required xdensity Grading-3 as per Technical Specification Clause 405.
(A) By Manual Means (i) For widening portion | 170.3 | Cum | 4,850 ₹8,25,955 | 4,850 ₹8,25,955 | 4,700 ₹8,00,410 Lowest |
| 9.00 | 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 wel 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, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 894.4 | Cum | 4,050 ₹36,22,320 | 4,050 ₹36,22,320 | 3,900 ₹34,88,160 Lowest |
| 10.00 | 5.1(i): 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.
(i) For widening portion | 7,150 | Sqm | 42.5 ₹3,03,875 Lowest | 42.5 ₹3,03,875 Lowest | 45 ₹3,21,750 |
Tender Value
₹1.6 Cr
EMD Value
₹3.3 L
Closing Date
8 Jun 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Construction of Gurufela to Patakata road (From Ch.4000.00 m to Ch.5300.00m) in Kokrajhar District under AOP for the year 2025-26. TN_01_02
2026_BTC_52334_1
No.62/ACE/NIT/BTC/2026-27/05
Open Tender
Civil Works – Roads
Item Rate
730 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹3,300
₹3.3 L
Yes
11 Aug 2026
15 May 2026
8 Jun 2026
15 May 2026
8 Jun 2026
15 May 2026
15 May 2026 - 8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 2.2: Clearing and grubbing road land including uprooting, wild vegetation, grass, bush, shurbs, sampling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and staking of serviceable material to be used or auctioned. up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per MORTH specification 201.
(i) By Manual Means
(A) In area of non thorny jungle. | 1 | Hect. | - | - |
| 2 | 3.2: Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | Sqm | - | - |
| 3 | 3.5(i): Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) | 0.2 | Cum | - | - |
| 4 | 3.4: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting up to meet requirement of Tables 300.1 and 300.2 with lead up to 1000m as per Technical Specification Clause 301.5
(I) Private Land. | 1 | Cum | - | - |
| 5 | 3.14: Construction of sub-grade and earthen shoulders with approved material obtained from borrow fits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with a lead upto 1000m as per Technical Specification Clause 303.1.
(i) Private land | - | Cum | - | - |
| 6 | 4.1(Analysis): 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 | Cum | - | - |
| 7 | 4.7(2)(Analysis): Providing, laying, spreading and compacting graded stone aggregates to water bound macadam specification including spreading uniform thickness, hand packing rolling with smooth wheel roller 80-100kN in stages………….. Required xdensity Grading-2 as per Technical specification Clause 405.
(A) By Manual Means (i) For widening portion | - | Cum | - | - |
| 8 | 4.7(3)(Analysis): Providing, laying, spreading and compacting graded stone aggregates to water bound macadam specification including spreading uniform thickness, hand packing rolling with smooth wheel roller 80-100kN in stages………….. Required xdensity Grading-3 as per Technical Specification Clause 405.
(A) By Manual Means (i) For widening portion | - | Cum | - | - |
| 9 | 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 wel 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, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 1 | Cum | - | - |
| 10 | 5.1(i): 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.
(i) For widening portion | - | Sqm | - | - |
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 • 2.57 MB
SBD.pdf
Tender Documents • 13.67 MB
BOQ_82755.xls
BOQ • 0.26 MB
FOB.pdf
Additional Documents • 0.25 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 .