Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.0 LAccepted-AOC | ₹45.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹45.0 LRejected-AOC VILL MOHANPUR PART III P O MOHANPUR P S ALGAPUR DIST HAILAKANDI PIN 788150 | HAILAKANDI | ASSAM | 788150 | ₹45.0 L | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical NARAINPUR PART IV CITY TOWN HAILAKANDI P O NARAINPUR P S HAILAKANDI DISTRICT HAILAKANDI PIN 788152 | HAILAKANDI | ASSAM | 788152 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | D A Builder & Consultancy L2 | JAHIRUL ISLAM MAZARBHUIYA L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of Embankment with Materials Obtained From Borrow Pits. .Construction of Embankment with approved Material obtained from borrow pits with a lifts Upto 1.5m, transporting to site, spreading grading to required slopes and compacted to meet requirement of table 300.1 &300.2 with lead up to 1000m as per technical specification clause 301.5 (i) Private Land. | 3,250 | Cum | 374.26 ₹12.2 L | 374.26 ₹12.2 L |
| 2.00 | Maintenance of Earthen shoulder( Filling with fresh selected soil) 1. Making up loss of materials/ irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate eqipments at OMC up to a lead of 1000m as per technical specification Clause 1903. Mainteance of earthen shoulder ( Stripping of excess soil). | 3,600 | Sqm | 99.96 ₹3.6 L | 99.96 ₹3.6 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 a 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. | 30 | Cum | 3,700.85 ₹1.1 L | 3,700.85 ₹1.1 L |
| 4.00 | Single bamboo spur and palisading of whole 1st class bamboo (Bholuka or Barua) 85 mm to 100 mm dia. Closely packed & driven including fitting, fixing with half 2nd class bamboo (jati or Bethua) horizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood in the spur as per drawings and technical specifications
B) Driven at least 900 mm below ground and 900 mm above ground on average | 350 | Rm | 749.46 ₹2.6 L | 749.46 ₹2.6 L |
| 5.00 | I. Maintenance of Hume Pipe Culvert by way of Clearing,Clearing Erosion repair repairs to Crack, Parapets wall and protection work as per drawing and technical specification clause 1908. | 1 | One No. Hume Pipe | 2,307.29 ₹2,307.29 | 2,069.32 ₹2,069.32 |
| 6.00 | Repair to pot holes by removal of failed materials, trmming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any approprate method filled with 75mm BM. and applying bitumene emulsion prime coat at the bottom and bitumene emulsion tack coat on sides and on bottom as per Technical specification Clause 502and 503. | 231.02 | Cum | 11,030.02 ₹25.5 L | 11,028.02 ₹25.5 L |
Updated dates
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
22 Jan 2026, 2:00 pmClosed
EE, PWRD, Hailakandi DTRD, Hailakandi
O/o the EE, PWRD, Hailakandi District Territorial Road Division, Hailakandi
HDTRD_NDRF(PDNA_2022)_25_26_34 Recovery and Restoration of Hailakandi RatanpurRoad under NDRF (PDNA -2022) for the year 2025-26 under Hailakandi District Territorial Road Division.
2026_PWD_50165_8
HDTRD/TB/NDRF(PDNA-2022) /2025-26/3720
Open Tender
Civil Works
90 days
Hailakandi
Please refer Tender documents.
4 documents required · 4 mandatory
₹900
₹90,000
Yes
O/o the EE, PWRD, Hailakandi DTRD, Hailakandi
15 Mar 2026
12 Jan 2026
28 Jan 2026
12 Jan 2026
22 Jan 2026
13 Jan 2026
12 Jan 2026 - 16 Jan 2026
12 Jan 2026
Construction of Embankment with Materials Obtained From Borrow Pits. .Construction of Embankment with approved Material obtained from borrow pits with a lifts Upto 1.5m, transporting to site, spreading grading to required slopes and compacted to meet requirement of table 300.1 &300.2 with lead up to 1000m as per technical specification clause 301.5 (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 a 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.
Single bamboo spur and palisading of whole 1st class bamboo (Bholuka or Barua) 85 mm to 100 mm dia. Closely packed & driven including fitting, fixing with half 2nd class bamboo (jati or Bethua) horizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood in the spur as per drawings and technical specifications B) Driven at least 900 mm below ground and 900 mm above ground on average
I. Maintenance of Hume Pipe Culvert by way of Clearing,Clearing Erosion repair repairs to Crack, Parapets wall and protection work as per drawing and technical specification clause 1908.
Repair to pot holes by removal of failed materials, trmming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any approprate method filled with 75mm BM. and applying bitumene emulsion prime coat at the bottom and bitumene emulsion tack coat on sides and on bottom as per Technical specification Clause 502and 503.
Please Enable Macros to View BoQ information
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 • 0.96 MB
Tendernotice_2.pdf
PDF • 2.59 MB
Tendernotice_3.pdf
PDF • 0.42 MB
BOQ_79873.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid