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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAccepted-AOC RUPNAGAR HOUSE NO JORHAT P O CINNAMORA P S CINNAMORA 785008 | JORHAT | ASSAM | 785008 | ₹19.1 L | L1 | Accepted-AOC Allotted |
| 2 | L2₹20.2 L+₹1.1 L (5.66%)Rejected-AOC | ₹20.2 L+₹1.1 L (5.66%) | L2 | Rejected-AOC Not allotted |
| 3 | L-3₹20.2 L+₹1.1 L (5.70%)Rejected-AOC | ₹20.2 L+₹1.1 L (5.70%) | L-3 | Rejected-AOC Not allotted |
| Sl No | Description | Qty | Unit | SUBHMULTIWEB SYSTEM AND SERVICES L1 | Achinta Khound L2 | Partha Jyoti Dutta L3 |
|---|---|---|---|---|---|---|
| 1.00(i) Pakhi Saikia Path (L=160m) | ||||||
| 1.10 | Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 480 | Sqm | 8.27 ₹3,969.6 | 7 ₹3,360 Lowest | 8 ₹3,840 |
| 1.20 | Gravel/Soil-Aggregregate surface course (table 400.3)
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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 75.6 | Cum | 2,628.95 ₹1,98,748.62 Lowest | 2,780 ₹2,10,168 | 2,780 ₹2,10,168 |
| 1.30 | Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 160 | Sqm | 83.28 ₹13,324.8 | 40 ₹6,400 Lowest | 40 ₹6,400 Lowest |
| 2.00(ii) Naram Saikia Path (L=430.00m) | ||||||
| 2.10 | Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 1,290 | Sqm | 8.27 ₹10,668.3 | 7 ₹9,030 Lowest | 7 ₹9,030 Lowest |
| 2.20 | Gravel/Soil-Aggregregate surface course (table 400.3)
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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 203.18 | Cum | 2,628.95 ₹5,34,150.06 Lowest | 2,780 ₹5,64,840.4 | 2,780 ₹5,64,840.4 |
| 2.30 | Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 430 | Sqm | 83.28 ₹35,810.4 | 40 ₹17,200 Lowest | 40 ₹17,200 Lowest |
| 3.00(iii) Parijat Nagar Bye Lane 2 (L=80m) | ||||||
| 3.10 | Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. | 240 | Sqm | 8.27 ₹1,984.8 | 7 ₹1,680 Lowest | 7 ₹1,680 Lowest |
Tender Value
₹20.2 L
EMD Value
₹40,500
Closing Date
7 Nov 2025, 2:00 pmClosed
EE, PWRD, Jorhat and Titabor TRD
Office of the EE, PWRD, Jorhat and Titabor TRD, Jorhat-1
Improvement of Pakhi Saikia Path, Naram Saikia Path, Parijat Nagar Bye Lane 2, Ghanakanta Bora Road, Chirotia Aagline Path, Jonaki Bye Lane, Dilip Bora House to Nobin Khound House, Hemai Saikia Santipur Bye Lane, under SOPD_G for the year 2025_26
2025_PWD_48188_1
NIT/JTTRD/2024-25/001/1422
Open Tender
Civil Works – Roads
Item Rate
90 days
Jorhat
Please Refer Tender documents
6 documents required · 6 mandatory
₹610
₹40,500
Yes
10 Jan 2026
28 Oct 2025
7 Nov 2025
28 Oct 2025
7 Nov 2025
28 Oct 2025
Amount
(i) Pakhi Saikia Path (L=160m)
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
Gravel/Soil-Aggregregate surface course (table 400.3) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
(ii) Naram Saikia Path (L=430.00m)
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
Gravel/Soil-Aggregregate surface course (table 400.3) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
(iii) Parijat Nagar Bye Lane 2 (L=80m)
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
Gravel/Soil-Aggregregate surface course (table 400.3) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
(iv) Ghanakanta Bora Road (L=190m)
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
Gravel/Soil-Aggregregate surface course (table 400.3) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
Laying of HPC 600mm dia
(v) Chirotia Aagline Path (L=170m)
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
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 p g 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
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
Gravel/Soil-Aggregregate surface course (table 400.3) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
(vi) Jonaki Bye Lane (L=120m),
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
Gravel/Soil-Aggregregate surface course (table 400.3) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
(vii) Dilip Bora House to Nobin Khound House L=150m)
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
Gravel/Soil-Aggregregate surface course (table 400.3) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
(viii) Hemai Saikia Santipur Bye Lane (L=130m)
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
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 p g 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
Achinta Khound (BID ID -285722)
Partha Jyoti Dutta (BID ID -285759)
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