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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.5 LAccepted-AOC JILIKA PATH OPP KALAKHETRA CITY TOWN GUWAHATI PO BAGHORBARI PS DISPUR DIST KAMRUP M PIN 781037 | KAMRUP METRO | ASSAM | 781037 | ₹37.5 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹37.5 LRejected-AOC BHOGAWAN HOUSE NO 207 CITY TOWN SILAPATHAR P O BHOGAWAN P S SILAPATHAR DISTRICT DHEMAJI PIN 787059 | DHEMAJI | ASSAM | 787059 | ₹37.5 L | L2 | Rejected-AOC L2 BIDDER |
| Sl No | Description | Qty | Unit | Utpal Doley L1 | Birat Basumatary L2 |
|---|---|---|---|---|---|
| 1.00 | Embankment Construction with Material Obtained from Borrow Pits:
Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) From private land. | 2,215.73 | cum | 350 ₹7.8 L | 350 ₹7.8 L |
| 2.00 | Granular Sub-base with coarse graded materials (Table : 400-1) : (A) By Mix in place Method:
Construction of Granular Sub-base by providing coarse Graded Materials, spreading in uniform LAYER 1s with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired complete as per cl. 401 (ii) For Grading i Material | 520.13 | cum | 2,260 ₹11.8 L | 1,800 ₹9.4 L |
| 3.00 | Cause-way of Length= 30 m
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. Ordinary soil (b)'With dewatering '(i)upto 3 m depth | 250.35 | rm | 100 ₹25,035 | 100 ₹25,035 |
| 4.00 | Providing PCC/RCC concrete in open foundation providing concrete for PCC /RCC in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203.
A) With crushed stone
ii) PCC grade M-15
Nominal mix (1:2.5:5) | 186.9 | rm | 6,000 ₹11.2 L | 6,390 ₹11.9 L |
| 5.00 | Providing PCC/RCC concrete in open foundation providing concrete for PCC /RCC in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203.
A) With crushed stone
iii) PCC grade M-20
Nominal mix (1:2:4) | 69.01 | cum | 5,500 ₹3.8 L | 7,500 ₹5.2 L |
| 6.00 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | 54 | cum | 3,000 ₹1.6 L | 3,512 ₹1.9 L |
| 7.00 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
(I) Stone/Boulder | 36 | each | 2,000 ₹72,000 | 2,000 ₹72,000 |
| 8.00 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 18 | cum | 2,150 ₹38,700 | 2,200 ₹39,600 |
Tender Value
₹37.5 L
EMD Value
₹75,000
Closing Date
8 Jan 2026, 6:00 pmClosed
EE, Jonai TRD, Silapathar
O/o EE, Jonai TRD, Silapathar
Recovery and Reconstruction of Bhairabpur raod at Kulajan Pam to Bhairabour Ashighar under NDRF (PDNA-2022) for the year 2025-26 under Jonai Territorial Road Division in Dhemaji District.
2026_PWD_49935_1
TB68/JTRD/PDNA-22/2025-26/2092 dtd 26/12/2025
Open Tender
Civil Works
Sissiborgaon
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,125
₹75,000
Yes
21 Feb 2026
5 Jan 2026
9 Jan 2026
5 Jan 2026
8 Jan 2026
5 Jan 2026
Embankment Construction with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) From private land.
Granular Sub-base with coarse graded materials (Table : 400-1) : (A) By Mix in place Method: Construction of Granular Sub-base by providing coarse Graded Materials, spreading in uniform LAYER 1s with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired complete as per cl. 401 (ii) For Grading i Material
Cause-way of Length= 30 m 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. Ordinary soil (b)'With dewatering '(i)upto 3 m depth
Providing PCC/RCC concrete in open foundation providing concrete for PCC /RCC in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203. A) With crushed stone ii) PCC grade M-15 Nominal mix (1:2.5:5)
Providing PCC/RCC concrete in open foundation providing concrete for PCC /RCC in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203. A) With crushed stone iii) PCC grade M-20 Nominal mix (1:2:4)
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (I) Stone/Boulder
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
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