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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.0 LAdmitted-Finance JORHAT TITABOR TERRITORIAL ROAD DIVISION JORHAT ASSAM | JORHAT | ASSAM | 785001 | ₹51.0 L | L1 | Admitted-Finance |
| 2 | L2₹52.2 L+₹1.2 L (2.31%)Admitted-Finance | ₹52.2 L+₹1.2 L (2.31%) | L2 | Admitted-Finance |
| 3 | L3₹54.0 L+₹3.0 L (5.88%)Admitted-Finance | ₹54.0 L+₹3.0 L (5.88%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MRIGEN BORUAH L3 | Shantanu Madhab L1 | BIPLAB NEOG L2 |
|---|---|---|---|---|---|---|
| 1.00 | Heavy dressing of the existing road including dressing high spots and filling low spots, 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. | 10,950 | Hect. | 3.85 ₹42,157.5 Lowest | 7.03 ₹76,973.02 | 7.19 ₹78,702.03 |
| 2.00 | 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 of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(I)Private Land | 2,066.15 | cum | 100 ₹2,06,615 Lowest | 219.48 ₹4,53,475.5 | 224.41 ₹4,63,665.34 |
| 3.00 | 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.
Private Land | 650.48 | cum | 115 ₹74,804.68 Lowest | 288.73 ₹1,87,810.49 | 295.22 ₹1,92,030.65 |
| 4.00 | 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) | 525 | cum | 80 ₹42,000 Lowest | 116.7 ₹61,270.12 | 119.33 ₹62,646.89 |
| 5.00 | 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 | 2,800 | sqm | 30 ₹84,000 Lowest | 70.79 ₹1,98,206.4 | 72.38 ₹2,02,660.08 |
| 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 Clause 401.
II) For Grading II Material | 1,691.78 | cum | 2,700 ₹45,67,806 | 2,234.61 ₹37,80,464.28 Lowest | 2,286.59 ₹38,68,414 |
| 7.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
i)upto 3 m depth
Ordinary soil(II) With dewatering(i)upto 3m depth | 86.68 | cum | 100 ₹8,668 Lowest | 108.54 ₹9,407.94 | 110.98 ₹9,619.34 |
| 8.00 | Type B (First Class) bedding
Laying first class bedding on well compacted sand, moorum or well graded granular materials
(ii)Granular materials | 28.88 | cum | 900.14 ₹25,996.04 Lowest | 1,324.33 ₹38,246.77 | 1,354.13 ₹39,107.14 |
| 9.00 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
(B) 600 mm dia | 68.75 | Rm | 4,000 ₹2,75,000 | 2,781.41 ₹1,91,222.11 Lowest | 2,843.91 ₹1,95,518.98 |
| 10.00 | Backfilling in Foundation Trenches as per drawing and 4 technical specification Clause 1108.
(i) Sand Filling | 74.25 | cum | 994.65 ₹73,852.76 Lowest | 1,397.62 ₹1,03,773.36 | 1,429.03 ₹1,06,105.2 |
Tender Value
₹60.0 L
EMD Value
₹1.2 L
Closing Date
27 Aug 2025, 2:00 pmClosed
Chief Engineer,PWRD
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Improvement of (i) Besapatty Major Chuburi ,(ii) Nora Gaon, and (iii) Naba Fakua extension link road by GWC under SOPD-G for the year 2025-26
2025_PWD_46187_4
CE/Commn/16/25-26/10 (4gp)
Open Tender
Civil Works – Roads
Item Rate
180 days
Jorhat
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,200
₹1.2 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
8 Sept 2026
6 Aug 2025
27 Aug 2025
6 Aug 2025
27 Aug 2025
6 Aug 2025
6 Aug 2025 - 27 Aug 2025
13 Aug 2025
Amount
Heavy dressing of the existing road including dressing high spots and filling low spots, 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 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. Private Land
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)
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 Clause 401. II) For Grading II Material
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material i)upto 3 m depth Ordinary soil(II) With dewatering(i)upto 3m depth
Type B (First Class) bedding Laying first class bedding on well compacted sand, moorum or well graded granular materials (ii)Granular materials
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 600 mm dia
Backfilling in Foundation Trenches as per drawing and 4 technical specification Clause 1108. (i) Sand Filling
BIPLAB NEOG (BID ID -278082)
MRIGEN BORUAH (BID ID -278003)
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