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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC WARD NO 3 SUBHASHPALLY P O P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM PIN 783370 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783370 | ₹2.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.5 Cr+₹74,100 (0.30%)Rejected-AOC SUBHASH PALLY WARD NO 3 P O KOKRAJHAR P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM | KOKRAJHAR | ASSAM | 783331 | ₹2.5 Cr+₹74,100 (0.30%) | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical SUBHASH PALLY WARD NO 4 P O P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM PIN 783370 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783370 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | MRINAL DAS L2 | MANAS DAS L1 |
|---|---|---|---|---|---|
| 1.00 | 2.2 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 stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
(i) By Manual Means
(a) In area of non thorny jungle | 0.76 | hectare | 52,995.08 ₹40,329.26 Lowest | 52,995.08 ₹40,329.26 Lowest |
| 2.00 | 2.13 Removing all types of Hume pipes and stacking with in a lead of 1000m including Earth work and Dismantling of Masonry Works as perTechnical Specification Clause 202
(b) Above 600 mm to 900 mm dia Hume pipe | 30 | Mtr. | 257.19 ₹7,715.7 Lowest | 257.19 ₹7,715.7 Lowest |
| 3.00 | 2.6 Dismantling of existing structures like culverts, bridges, retaining wall sand other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
(b) Cement mortar | 346.5 | Cum | 275 ₹95,287.5 | 270 ₹93,555 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 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 | 5,305.19 | Cum | 260 ₹13,79,349.4 | 258.21 ₹13,69,853.11 Lowest |
| 5.00 | 3.14 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 | 5,246.92 | Cum | 342 ₹17,94,446.64 | 339.68 ₹17,82,273.79 Lowest |
| 6.00 | 4.1(A) 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 | 1,189.22 | Cum | 2,498 ₹29,70,671.56 | 2,494.79 ₹29,66,854.16 Lowest |
| 7.00 | 4.7(III) 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 80-100kN in stages toproper 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.
A By Manual Means | 713.53 | Cum | 4,190.46 ₹29,90,023.11 Lowest | 4,190.46 ₹29,90,023.11 Lowest |
| 8.00 | 6.7(A)(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete block shaving thickness 80mm as per technical specification clause
1504 complete including carriage.
a) Including Edge block/ Edge restraints | 9,513.75 | Sqm | 1,166 ₹1,10,93,032.5 | 1,161.08 ₹1,10,46,224.85 Lowest |
| 9.00 | 10.16 Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specification sand drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos.75mm x 75mm of 12SWG sheet tube sposts duly embedded in cement concrete M-15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The topmost diamond plate will be welded to middle plate by 47mmx47mm of 12SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superiorquality inrequired shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.2 | 1 | Each | 24,845.96 ₹24,845.96 | 24,844 ₹24,844 Lowest |
| 10.00 | 10.2.A.I Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x450mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
ii 600mm equilateral triangle | 6 | Each | 3,933.19 ₹23,599.14 Lowest | 3,933.19 ₹23,599.14 Lowest |
Tender Value
₹2.5 Cr
EMD Value
₹5 L
Closing Date
4 Jun 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Construction of CC Block Road from Bagchalchuburi Bagan Chowk to Kubirabli Chowk under SOPD, BTC for the year 2025-26. (TN_02_02)
2026_BTC_52315_1
No.21/PWD/BTC/SOPD/26-27/05
Open Tender
Civil Works – Roads
Item Rate
730 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹5,000
₹5 L
Yes
19 Jun 2026
13 May 2026
4 Jun 2026
13 May 2026
4 Jun 2026
13 May 2026
13 May 2026 - 4 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 2.2 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 stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
(i) By Manual Means
(a) In area of non thorny jungle | - | hectare | - | - |
| 2 | 2.13 Removing all types of Hume pipes and stacking with in a lead of 1000m including Earth work and Dismantling of Masonry Works as perTechnical Specification Clause 202
(b) Above 600 mm to 900 mm dia Hume pipe | - | Mtr. | - | - |
| 3 | 2.6 Dismantling of existing structures like culverts, bridges, retaining wall sand other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
(b) Cement mortar | - | 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 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 | 1 | Cum | - | - |
| 5 | 3.14 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 | - | Cum | - | - |
| 6 | 4.1(A) 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 | - | Cum | - | - |
| 7 | 4.7(III) 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 80-100kN in stages toproper 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.
A By Manual Means | 0.4 | Cum | - | - |
| 8 | 6.7(A)(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete block shaving thickness 80mm as per technical specification clause
1504 complete including carriage.
a) Including Edge block/ Edge restraints | - | Sqm | - | - |
| 9 | 10.16 Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specification sand drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos.75mm x 75mm of 12SWG sheet tube sposts duly embedded in cement concrete M-15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The topmost diamond plate will be welded to middle plate by 47mmx47mm of 12SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superiorquality inrequired shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.2 | - | Each | - | - |
| 10 | 10.2.A.I Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x450mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
ii 600mm equilateral triangle | - | Each | - | - |
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