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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95.0 LAccepted-AOC ATHIABOI HOUSE NO 63 PO PUB BORKA PS CHANGSARI DISTRICT KAMRUP | KAMRUP | ASSAM | 781030 | ₹95.0 L | L1 | Accepted-AOC Accepted by BEC |
| 2 | L2₹95 L+₹1,100 (0.01%)Rejected-Finance | ₹95 L+₹1,100 (0.01%) | L2 | Rejected-Finance Rejected by BEC |
| Sl No | Description | Qty | Unit | SAIDUL ISLAM L2 | Bubul Bharali L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land .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
(A) In area of non-thorny jungle | 0.88 | sq.m. | 52,995.08 ₹46,741.66 Lowest | 55,130 ₹48,624.66 |
| 2.00 | Athiaboi dongamukh Bejubari connecting Road:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
Girth above 900 mm to 1800 mm | 21.94 | cu.m. | 877.56 ₹19,254.83 Lowest | 877.56 ₹19,254.83 Lowest |
| 3.00 | Mollong Graijing Reserve Road and Smashan road:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
Girth above 900 mm to 1800 mm | 21 | cu.m. | 438.55 ₹9,209.55 Lowest | 438.55 ₹9,209.55 Lowest |
| 4.00 | Embankment Construction with Material Obtained from Borrow Pits (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) | 6,239.86 | cu.m. | 258.21 ₹16,11,195.37 Lowest | 258.21 ₹16,11,195.37 Lowest |
| 5.00 | Construction of Subgrade and Earthen Shoulders (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.) | 1,587.75 | sq.m. | 339.68 ₹5,39,326.92 Lowest | 339.68 ₹5,39,326.92 Lowest |
| 6.00 | Granular Sub-Base with Coarse Graded Material ( Table:- 400.1) (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.) | 438.62 | cu.m. | 2,840.82 ₹12,46,040.47 Lowest | 2,840.82 ₹12,46,040.47 Lowest |
| 7.00 | 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 80-100 kN in stages to proper 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. | 263.22 | cu.m. | 4,583.37 ₹12,06,434.65 Lowest | 4,583.37 ₹12,06,434.65 Lowest |
| 8.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. | 3,509.6 | cu.m. | 1,161.08 ₹40,74,926.37 Lowest | 1,161.08 ₹40,74,926.37 Lowest |
| 9.00 | 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 600mm equilateral triangle | 6 | sq.m. | 3,933.19 ₹23,599.14 Lowest | 3,933.19 ₹23,599.14 Lowest |
| 10.00 | Athiaboi Dongamukh Bezubari connecting road Construction of HPC (1.000 m dia Single Cell) ( 2 Nos)
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing. removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(1) Ordinary Soil A) Manual means (b) With dewatering | 63.62 | cu.m. | 127.69 ₹8,123.38 Lowest | 127.69 ₹8,123.38 Lowest |
Tender Value
₹95 L
EMD Value
₹1.9 L
Closing Date
18 Aug 2025, 2:00 pmClosed
Chief Engineer,PWD(Roads),Assam,Chandmari,Guwahati
O/o the Chief Engineer,PWD(Roads),Assam,Chandmari,Guwahati-03
MAINT/SOPD-G/2025-26/119_1_ Construction of road from Athiaboi Dongamukh Bezubari connecting road, 2_ Left byelane of Dhopatari Baidyapara road and 3_ Mollong Graijing Reserve Road and Smashan road under SOPD-G for the year 2025-26, Kamalpur LAC, Nor
2025_PWD_45827_134
CE/MAINT/SOPDG/01/2025-26/02
Open Tender
Civil Works – Roads
Item Rate
120 days
Kamrup Rural
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,900
₹1.9 L
Yes
O/o the Chief Engineer,PWD(Roads),Assam,Chandmari,
24 Dec 2025
28 Jul 2025
19 Aug 2025
28 Jul 2025
18 Aug 2025
28 Jul 2025
28 Jul 2025 - 18 Aug 2025
28 Jul 2025
Amount
Clearing and Grubbing Road Land .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 (A) In area of non-thorny jungle
Athiaboi dongamukh Bejubari connecting Road:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Girth above 900 mm to 1800 mm
Mollong Graijing Reserve Road and Smashan road:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Girth above 900 mm to 1800 mm
Embankment Construction with Material Obtained from Borrow Pits (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)
Construction of Subgrade and Earthen Shoulders (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.)
Granular Sub-Base with Coarse Graded Material ( Table:- 400.1) (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.)
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 80-100 kN in stages to proper 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.
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.
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 600mm equilateral triangle
Athiaboi Dongamukh Bezubari connecting road Construction of HPC (1.000 m dia Single Cell) ( 2 Nos) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing. removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(1) Ordinary Soil A) Manual means (b) With dewatering
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone I. P.C.C grade M 10 Nominal mix 1:3:6
Bedding of Pipe B) Type B (First Class) Bedding Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii) Granular Surface Bedding
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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)1000 mm dia
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 Brick masonry in 1:4 cement mortar Head wall deduct for Pipe opening
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Left byelane of Dhopatari Baidyapara road Construction of HPC (0.600 m dia Single Cell) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. For Face Wall For Bedding
PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii) Granular bedding Deduction for embeded pipe
Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(In prop. 1:4) Dection for Hume pipe
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) 600mm dia.
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification Deduction for Hume pipe
Utility Shifting ( Electrical Pole)
Utility Shifting
SAIDUL ISLAM (BID ID -276832)
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