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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.0 LAccepted-AOC | ₹32.0 L | L1 | Accepted-AOC Lowest bid is accepted and contract is awarded to Sri Brojen Das |
| 2 | L2₹32.1 LRejected-Finance | ₹32.1 L | L2 | Rejected-Finance Higher Bid Submitted |
| Sl No | Description | Qty | Unit | Brojen das L1 | M/S AGNIGARH L2 |
|---|---|---|---|---|---|
| 1.00Construction Work (Road) | |||||
| 1.01 | Construction of Embankment 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 (ii) From Private Land | 912.6 | Cum | 374.26 ₹3.4 L | 375 ₹3.4 L |
| 1.02 | 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 1 x 2 x2 x 1.125 x 0.280 x 184.00= | 252.54 | Cum | 414 ₹1.0 L | 415 ₹1.0 L |
| 1.03 | 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 | 96.64 | Cum | 3,399.08 ₹3.3 L | 3,400 ₹3.3 L |
| 1.04 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN 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 as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means- | 48.32 | Cum | 5,672.54 ₹2.7 L | 5,675 ₹2.7 L |
| 1.05 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage. a) including Edge block/Edge restraints | 644.25 | Each | 1,304 ₹8.4 L | 1,310 ₹8.4 L |
| 2.00Retaining Wall on 4 Sides of Bridges | |||||
| 2.01 | 11.1 Excavation for Structures
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,b dressing of sides and bottom and backfilling in trenches with excavated suitable material. 3m to 6 mtr | 340.56 | Cum | 248.1 ₹84,492.94 | 250 ₹85,140 |
| 2.02 | ProvidingandlayingparapetwithPCCM15asperdrawing&technicalspecifications Clauses 800 and 1208.4 A With crushed stone | 9.25 | Cum | 8,181.95 ₹75,683.04 | 8,185 ₹75,711.25 |
| 2.03 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in t superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 6.05 | MT | 94,454.77 ₹5.7 L | 94,500 ₹5.7 L |
Tender Value
₹32 L
EMD Value
₹64,000
Closing Date
28 Jan 2026, 2:00 pmClosed
Executive Engineer
Office of the E.E, Barchalla and Dhekiajuli TRD, Dhekiajuli
Recovery and Reconstruction of Kali Nath Bhuyan Road to Hasiram Das Road (Narrow Bridge No. 1/1) under NDRF (PDNA-2022) for the year 2025-26.
2026_PWD_50256_1
BDTRD/NDRF/PDNA/25-26/03
Open Tender
Civil Works
90 days
Dhekiajuli
Please refer Tender Document
5 documents required · 5 mandatory
₹640
₹64,000
Yes
10 Mar 2026
16 Jan 2026
28 Jan 2026
16 Jan 2026
28 Jan 2026
16 Jan 2026
16 Jan 2026 - 20 Jan 2026
Construction Work (Road)
Construction of Embankment 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 (ii) From 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 1 x 2 x2 x 1.125 x 0.280 x 184.00=
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
Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN 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 as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means-
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage. a) including Edge block/Edge restraints
Retaining Wall on 4 Sides of Bridges
11.1 Excavation for Structures 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,b dressing of sides and bottom and backfilling in trenches with excavated suitable material. 3m to 6 mtr
ProvidingandlayingparapetwithPCCM15asperdrawing&technicalspecifications Clauses 800 and 1208.4 A With crushed stone
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in t superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A Crushed Stone RCC m25
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