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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.0 LAccepted-AOC | ₹90.0 L | L1 | Accepted-AOC Lowest Rate Quoted among the others |
| 2 | L2₹90.0 L+₹750 (<0.01%)Rejected-AOC | ₹90.0 L+₹750 (<0.01%) | L2 | Rejected-AOC Higher Rate Quoted among the others |
| Sl No | Description | Qty | Unit | ALMA BASUMATARY L1 | Juliash Basumatari L2 |
|---|---|---|---|---|---|
| 1.00 | 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 | 0.46 | Hectare | 52,995.08 ₹24,245.25 Lowest | 52,995.08 ₹24,245.25 Lowest |
| 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 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 | 6,344.19 | Cum | 258.2 ₹16,38,100.55 Lowest | 258.2 ₹16,38,100.55 Lowest |
| 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.
(i) Private Land | 2,648.93 | Cum | 339 ₹8,97,985.58 Lowest | 339 ₹8,97,985.58 Lowest |
| 4.00 | 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 Technical Specification Clause 401.
(ii) For Grading II Material | 514.69 | Cum | 2,406.6 ₹12,38,648.14 Lowest | 2,406.6 ₹12,38,648.14 Lowest |
| 5.00 | WBM Grading 3
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.
A By Manual Means
(iii) Grading -iii
Using stone screening Type-B 11.2 mm for Gr.III | 257.34 | Cum | 4,090.51 ₹10,52,668.21 Lowest | 4,090.51 ₹10,52,668.21 Lowest |
| 6.00 | Providing and laying Inter locking block paverment (M40) having thickness 80mm as Technical Specification Clause 1504 (inclusive edge restraint and carriage) | 3,431.25 | Sqm | 1,161.08 ₹39,83,938.59 Lowest | 1,161.08 ₹39,83,938.59 Lowest |
| 7.00 | Construction of 1000mm dia
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.
I Ordinary soil
Upto Height 3 m depth | 11.06 | Cum | 127.69 ₹1,412 Lowest | 127.69 ₹1,412 Lowest |
| 8.00 | 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
I P.C.C grade M 10
Nominal mix 1:3:6 | 1.74 | Cum | 5,607.62 ₹9,774.09 Lowest | 5,607.62 ₹9,774.09 Lowest |
| 9.00 | Bedding for pipe, Type B (Ist Class) Bedding Laying (First Class) Bedding on well compected Granular material. | 3.38 | Cum | 1,558.04 ₹5,266.18 Lowest | 1,558.04 ₹5,266.18 Lowest |
| 10.00 | Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification clauses 802,804,805, 806,807 ans 1204.
B. With Natural Gravel
(I) PCC Grade 15
(i) Nominal Mix 1:2.5:5 | 14.32 | Cum | 5,856.11 ₹83,859.5 Lowest | 5,856.11 ₹83,859.5 Lowest |
Tender Value
₹90 L
EMD Value
₹1.8 L
Closing Date
17 Jul 2025, 2:30 pmClosed
Director PNRD BTC Kokrajhar
Director PNRD BTC Kokrajhar
DPRD/BTC/15th FC/UT(VIII)/Udl-13/2025/10
2025_BoTC_45346_1
DPRD/BTC/15th FC/UT(VIII)/Udl-13/2025/10
Open Tender
Civil Works
Item Rate
90 days
Udalguri
Refer to Bid Document
4 documents required · 4 mandatory
₹1,800
₹1.8 L
Yes
23 Aug 2026
4 Jul 2025
18 Jul 2025
4 Jul 2025
17 Jul 2025
4 Jul 2025
4 Jul 2025 - 17 Jul 2025
Amount
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
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
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
WBM Grading 3 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. A By Manual Means (iii) Grading -iii Using stone screening Type-B 11.2 mm for Gr.III
Providing and laying Inter locking block paverment (M40) having thickness 80mm as Technical Specification Clause 1504 (inclusive edge restraint and carriage)
Construction of 1000mm dia 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. I Ordinary soil Upto Height 3 m depth
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 I P.C.C grade M 10 Nominal mix 1:3:6
Bedding for pipe, Type B (Ist Class) Bedding Laying (First Class) Bedding on well compected Granular material.
Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification clauses 802,804,805, 806,807 ans 1204. B. With Natural Gravel (I) PCC Grade 15 (i) Nominal Mix 1:2.5:5
Providing and laying reinforced cement concrete pipe NP-3 for culvert on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling concrete and masonry 1000mm dia
Providing Sign Board
Juliash Basumatari (BID ID -272241)
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