Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.2 LAccepted-AOC ANANDA NAGAR PANDU PORT ROAD JALUKBARI GUWAHATI 01 | ₹64.2 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹65.6 LRejected-AOC | ₹65.6 L | L2 | Rejected-AOC L2 Bidder |
| Sl No | Description | Qty | Unit | SAURABH TALUKDAR L2 | M/S S.B ENTERPRISE L1 |
|---|---|---|---|---|---|
| 1.00Road Works | |||||
| 1.01 | 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
(ii) Govt. Land | 1,267.8 | Cum | 433.13 ₹5.5 L | 433.13 ₹5.5 L |
| 2.00 | 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.
(i) Govt.Land | 258.84 | Cum | 530.87 ₹1.4 L | 530.87 ₹1.4 L |
| 3.00 | 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 Clause401.
(ii) For Grading II Material | 131.29 | Cum | 3,166.87 ₹4.2 L | 3,166.87 ₹4.2 L |
| 4.00 | WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III
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 | 65.65 | Cum | 4,500 ₹3.0 L | 4,293.12 ₹2.8 L |
| 5.00 | Inter locking concrete Block pavement
(A) Interlocking pavement block
(i) 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.
a) Including Edge block/ Edge restraints | 875.3 | Sqm | 1,300 ₹11.4 L | 1,161.08 ₹10.2 L |
| 6.00 | 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, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600mm below ground level as per drawings and Technical Specification Clause 1701
ii 600mm equilateral triangle | 4 | Each | 4,394.8 ₹17,579.20 | 4,394.8 ₹17,579.20 |
| 7.00 | 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, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600mm below ground level as per drawings and Technical Specification Clause 1701
v 600mm x 450mm rectangular | 1 | Each | 5,662.81 ₹5,662.81 | 5,662.88 ₹5,662.88 |
| 8.00 | Road Marking with Hot Applied Thermoplastic Compound with
Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications | 9 | Sqm | 566.13 ₹5,095.17 | 566.13 ₹5,095.17 |
| 9.00Construction of RCC Load Bearing Drain | |||||
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
8 Apr 2026, 12:00 pmClosed
SE,KRC
O/o Superintending Engineer PWD (Roads),Kamrup Road Circle,Fancy Bazar, Guwahati-01
Construction of Samannay Nagar Path by providing RCC load bearing drain under SOPD (G) for the year 2025-26 Ward 02
2026_PWD_52135_2
No.GRC/NIT/510./ 2021-22/Pt.I/494 Dtd.12.03.2026
Open Tender
Civil Works – Roads
180 days
Samannya Nagar
Please refer tender
4 documents required · 4 mandatory
₹1,927
₹1.3 L
Yes
SE,Kamrup Road Circle
15 Jun 2026
19 Mar 2026
8 Apr 2026
19 Mar 2026
8 Apr 2026
19 Mar 2026
19 Mar 2026 - 8 Apr 2026
30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Works | |||||
| 1.01 | 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
(ii) Govt. Land | - | Cum | - | - |
| 2Construction 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. (i) Govt.Land | |||||
| 3 | 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 Clause401.
(ii) For Grading II Material | 1 | Cum | - | - |
| 4 | WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III
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 | 1 | Cum | - | - |
| 5Inter locking concrete Block pavement (A) Interlocking pavement block (i) 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. a) Including Edge block/ Edge restraints | |||||
| 6Providing 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, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600mm below ground level as per drawings and Technical Specification Clause 1701 ii 600mm equilateral triangle | |||||
| 7Providing 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, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600mm below ground level as per drawings and Technical Specification Clause 1701 v 600mm x 450mm rectangular | |||||
| 8Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications | |||||
| 9Construction of RCC Load Bearing Drain | |||||
stage.html
html • 0.04 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
Tendernotice_1.pdf
PDF • 0.11 MB
BOQ_82526.xls
BOQ • 0.35 MB
SBD_SOPD_25_26_04.pdf
Tender Documents • 2.64 MB
FOB_SOPD_2025_26Pkg04.pdf
Tender Documents • 0.09 MB
Download all tender documents and submit your bid
