Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | -3.11% | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrAdmitted-Finance | -3.03% | ₹1.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.4 CrAdmitted-Finance | -2.29% | ₹1.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.5 CrAdmitted-Finance | +3.51% | ₹1.5 Cr | L4 | Admitted-Finance |
Tender Value
₹1.7 Cr
EMD Value
₹3.5 L
Closing Date
29 Jun 2026, 6:00 pmClosed
O/o Executive Engineer PWD Division Suratgarh
O/o Executive Engineer PWD Division Suratgarh
Construction of BT road from Bhompura to Ramsara Kumharan Km. 0/0 to 5/0
2026_CEPWD_566619_3
EE PWD SOG NIT No. 04 of 2026-27
Open Tender
Civil Works
150 days
Suratgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
EE PWD Division Suratgarh Through E-Grass Challan
₹3.5 L
Yes
3 Jul 2026
10 Jun 2026
30 Jun 2026
10 Jun 2026
29 Jun 2026
10 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | PART A -EARTHWORK | - | - | - | - |
| - | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means,In area of non-thorny jungle | 1 | Hect. | 10,374 | ₹10,374 |
| - | 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 50 m as per MoRTH Specification Clause 305.3 | 13,500 | Cum | 44 | ₹5,94,000 |
| - | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 | 13,500 | Cum | 25 | ₹3,37,500 |
| - | PART B -BASE & SUB BASE COURSE WORKS | - | - | - | - |
| - | Granular Sub-base with Well Graded Material (Table 400-1) ,Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount 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 MoRTH Specification Clause 401.For Grading III Material | 2,868.75 | Cum | 883 | ₹25,33,106.25 |
| - | WBM Grading 1 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 & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404.Using Crusher Broken Aggregate,By Manual Means | 1,434.38 | Cum | 1,485 | ₹21,30,054.3 |
| - | WBM Grading 2,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 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate,By Manual Means | 1,434.38 | Cum | 1,514 | ₹21,71,651.32 |
| - | Brick Soling ,Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per MoRTH Specification Clause 408.4.3. | 1,150 | Sqm | 243 | ₹2,79,450 |
| - | PART C -BITUMINOUS WORKS | - | - | - | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 1.36 MB
Agreement_RPWA_100.pdf
Tender Documents • 0.38 MB
Department_Circular.pdf
Tender Documents • 13.43 MB
New_Special_Condition_Roads.pdf
Tender Documents • 9.33 MB
RTPPACT.pdf
Tender Documents • 4.88 MB
Laburcessules.pdf
Tender Documents • 6.19 MB
Correctness_Certificate.pdf
Tender Documents • 0.25 MB
Engineering_Cost.pdf
Tender Documents • 0.42 MB
Escalation_Component.pdf
Tender Documents • 0.24 MB
BOQ_1008152.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid