Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 CrAccepted-AOC | ₹12.6 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹12.7 CrRejected-AOC | ₹12.7 Cr | L2 | Rejected-AOC L2 |
| 3 | L#₹12.8 CrRejected-AOC TANGLA UDALGURI ASSAM | UDALGURI | ASSAM | 784113 | ₹12.8 Cr | L# | Rejected-AOC L3 |
| 4 | Rejected-Technical ASSAM | HAILAKANDI | ASSAM | 788152 | - | - | Rejected-Technical Rejected due to non fulfilment of NIT/RFP criteria |
| Sl No | Description | Qty | Unit | Pabitra Boro L2 | Raju Mesh L3 | M/S TRISHUL ASSOCIATES - M/S GANAPATI ENTERPRISE JV L1 |
|---|---|---|---|---|---|---|
| 1.00Land levelling upto height of 50 CM | ||||||
| 1.01 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 56,745 | Cum | 360.94 ₹2.0 Cr | 363.15 ₹2.1 Cr | 357.62 ₹2.0 Cr |
| 2.00ICBP road of length 1400 RM and width 7.5M | ||||||
| 2.01 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
'By Manual Means | 2.07 | Hectare | 14,675.16 ₹30,377.58 | 14,837.17 ₹30,712.94 | 14,227.42 ₹29,450.76 |
| 2.02 | Excavation in Ordinary Soil
'Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
'Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000
m as per Technical Specification Clause 302.3 | 12,432 | Cum | 66.38 ₹8.3 L | 66.78 ₹8.3 L | 65.77 ₹8.2 L |
| 2.03 | Compacting Original Ground
'Compacting original ground supporting subgrade
'Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 12,432 | Cum | 35.4 ₹4.4 L | 35.62 ₹4.4 L | 35.08 ₹4.4 L |
| 2.04 | 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.
'Private Land | 51,366 | Cum | 332.55 ₹1.7 Cr | 334.58 ₹1.7 Cr | 329.49 ₹1.7 Cr |
| 2.05 | Haulage excluding Loading & Unloading
'Haulage of materials by tipper excluding cost of loading, unloading and stacking.
'Case-I : Surfaced Road
(for 10 km = 10 x 14.90 = 149.00) | 51,366 | Cum | 164.83 ₹84.7 L | 165.84 ₹85.2 L | 163.32 ₹83.9 L |
| 2.06 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means
'Loading of earth,sand,moorum,manure,fly ash by mechanical means including a lead upto 30 M | 51,366 | Cum | 36.84 ₹18.9 L | 37.07 ₹19.0 L | 36.5 ₹18.7 L |
| 2.07 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means
''Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. | 51,366 | Cum | 15.38 ₹7.9 L | 15.47 ₹7.9 L | 15.24 ₹7.8 L |
Tender Value
₹12.9 Cr
EMD Value
₹25.9 L
Closing Date
9 Sept 2025, 2:00 pmClosed
Managing Director
AIDC RGB Road Guwahati 781024
Please refer NIT
2025_ICD_46032_1
NIT No. ECF No.678882/42
Open Tender
Civil Works
540 days
Kumarikata, Tamulpur
Please refer NIT
4 documents required · 4 mandatory
₹25,891
₹25.9 L
Yes
16 Jan 2026
30 Jul 2025
10 Sept 2025
31 Jul 2025
9 Sept 2025
31 Jul 2025
31 Jul 2025 - 8 Aug 2025
Amount
Land levelling upto height of 50 CM
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
ICBP road of length 1400 RM and width 7.5M
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 'By Manual Means
Excavation in Ordinary Soil 'Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 'Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
Compacting Original Ground 'Compacting original ground supporting subgrade 'Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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. 'Private Land
Haulage excluding Loading & Unloading 'Haulage of materials by tipper excluding cost of loading, unloading and stacking. 'Case-I : Surfaced Road (for 10 km = 10 x 14.90 = 149.00)
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means 'Loading of earth,sand,moorum,manure,fly ash by mechanical means including a lead upto 30 M
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means ''Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means.
Granular Sub-base with Well Graded Material (Table 400.1) 'By Mix in Place Method '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. 'For Grading I Material
Granular Sub-base with Well Graded Material (Table 400.1) 'By Mix in Place Method '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. 'For Grading II Material
Haulage excluding Loading & Unloading 'Haulage of materials by tipper excluding cost of loading, unloading and stacking. 'Case-I : Surfaced Road (for 10 km = 10 x 14.90 = 149.00)
Haulage excluding Loading & Unloading 'Haulage of materials by tipper excluding cost of loading, unloading and stacking. 'Case-II: Unsurfaced Gravel Road (for 5 km = 5 x 18.50 = 92.50)
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means 'Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by mechanical means including a lead upto 30 m
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means 'Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means.
WBM Grading 1 Using stone screening Type-A 13.2 mm for Gr.I Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. (B) By Mechanical Means
WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.II 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (B) By Mechanical Means
Haulage excluding Loading & Unloading Haulage of materials by tipper excluding cost of loading, unloading and stacking. 'Case-I : Surfaced Road (for 10 km = 10 x 14.90 = 149.00)
Haulage excluding Loading & Unloading Haulage of materials by tipper excluding cost of loading, unloading and stacking. 'Case-II: Unsurfaced Gravel Road (for 5 km = 5 x 18.50 = 92.50)
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means 'Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by mechanical means including a lead upto 30 m
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means 'Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means.
Inter locking concrete Block pavement 'Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. 'Including Edge block/ Edge restraints
4 nos of RCC Box Culvert
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. Ordinary soil Upto 3m depth
Brick Soling Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B) With natural Gravel II) P.C.C Grade M15 Nominal mix 1:2.5:5
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A) With Crushed Stone IV) RCC Grade M 25 i) For height upto 5 m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
RCC drain of 600 mm clear width and 2800 RM length with an average height of 1 m
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)
Pabitra Boro (BID ID -278345)
Raju Mesh (BID ID -278338)
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
Download all tender documents and submit your bid