Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹85.0 LAccepted-AOC | ₹85.0 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹85.0 L+₹916.50 (0.01%)Rejected-AOC | ₹85.0 L+₹916.50 (0.01%) | L2 | Rejected-AOC Highest Bidder |
| Sl No | Description | Qty | Unit | Aminur Rahman H1 | ANOWER HUSSAIN H2 |
|---|---|---|---|---|---|
| 1.00 | 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 | 9,616.6 | Cum | 271.92 ₹26,14,945.87 Lowest | 271.92 ₹26,14,945.87 Lowest |
| 2.00 | Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1
(I) Private land. | 1,120.24 | Cum | 357.71 ₹4,00,721.05 Lowest | 357.71 ₹4,00,721.05 Lowest |
| 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 Clause 401.
(II) For Grading II Material.. | 377.21 | Cum | 2,878.46 ₹10,85,783.9 Lowest | 2,878.46 ₹10,85,783.9 Lowest |
| 4.00 | 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 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable 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. | 188.27 | Cum | 4,698.18 ₹8,84,526.35 Lowest | 4,698.18 ₹8,84,526.35 Lowest |
| 5.00 | Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage) | 2,512.5 | Sqm | 1,222.73 ₹30,72,109.13 Lowest | 1,222.73 ₹30,72,109.13 Lowest |
| 6.00 | Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and providing brush wood as per drawing and Tech. Specification Clause 1302.5 A. Driven at least 900 mm below ground and 1800 mm above ground | 50 | Rm | 1,614.59 ₹80,729.5 | 1,596.26 ₹79,813 Lowest |
| 7.00 | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat | 1,061 | Nos. | 340.34 ₹3,61,100.74 Lowest | 340.34 ₹3,61,100.74 Lowest |
Tender Value
₹85 L
EMD Value
₹1.7 L
Closing Date
6 Jan 2026, 2:00 pmClosed
Executive Engineer
O/o of the EE, PWRD, Bilasipara CSD TRD
Recovery and Re-Construction of Road from Jharnarchar-IV to Jarnarchar -V under NDRF (PDNA-2022) for the year 2025-26
2025_PWD_49621_10
BLP/Tech/NIT/02/564
Open Tender
Civil Works – Roads
Item Rate
Bilasipara
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,700
₹1.7 L
Yes
3 Mar 2026
26 Dec 2025
6 Jan 2026
26 Dec 2025
6 Jan 2026
26 Dec 2025
26 Dec 2025 - 6 Jan 2026
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 Sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 300.1 (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..
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 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable 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.
Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)
Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and providing brush wood as per drawing and Tech. Specification Clause 1302.5 A. Driven at least 900 mm below ground and 1800 mm above ground
Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.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 • 7.52 MB
Tendernotice_2.pdf
PDF • 0.68 MB
Tendernotice_3.pdf
PDF • 0.19 MB
BOQ_78792.xls
BOQ • 0.28 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .