Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | -38.53% | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹5.8 L (3.90%)Admitted-Finance | -36.13% | ₹1.5 Cr+₹5.8 L (3.90%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹8.3 L (5.56%)Admitted-Finance | -35.11% | ₹1.6 Cr+₹8.3 L (5.56%) | L3 | Admitted-Finance |
| 4 | L4₹1.6 Cr+₹9.4 L (6.30%)Admitted-Finance | -34.66% | ₹1.6 Cr+₹9.4 L (6.30%) | L4 | Admitted-Finance |
| 5 | L5₹1.6 Cr+₹11.5 L (7.74%)Admitted-Finance BONAGUND VERINAG ANANTNAG J K 192212 | -33.77% | ₹1.6 Cr+₹11.5 L (7.74%) | L5 | Admitted-Finance |
Tender Value
₹2.9 Cr
EMD Value
₹5.7 L
Closing Date
6 Apr 2026, 4:00 pmClosed
Executive Engineer
RnB Division Qazigund
Up-gradation of Nussu Badragund Ladijan road
2026_PWDJK_306369_1
NIT64//RnB/QZD/25-26/5975-90 Dtd 16-03-2026
Open Tender
Civil Works
Percentage
730 days
Qazigund
Please refer Tender documents.
10 documents required · 10 mandatory
₹5,500
Executive Engineer RnB Div. Qazigund
₹5.7 L
Office of the S.E RnB Circle Kulgam
17 Apr 2026
18 Mar 2026
7 Apr 2026
19 Mar 2026
6 Apr 2026
23 Mar 2026
21 Mar 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 |
|---|---|---|---|---|---|
| 1RBM | |||||
| - | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). | - | SQM | - | - |
| - | Supply and filling of RBM at site incld sorting spreeding watering laying & consld with PRR of 8-10 tonne complete all carriage | - | CUM | - | - |
| - | G-2 | - | - | - | - |
| - | Providing and Laying water bound macadam with specified stone agg. 63-45mm size i/c stone Screening 13.20 mm size /chipping material and stone dust i/c sorting spreading to template and consolidation and conslidation with PRR of 8-10 tonne capcaity to achive the required degree of density /compaction and to all lines and grade etc i/c all carriages upto site of work complete job. | - | CUM | - | - |
| - | PAVEMENTS | - | - | - | - |
| - | Providing and laying of wet mix macadam on prepared sub grade with crushed quarry stone aggrigates of specified grading including mixing of crushed material with pre determined optimum water content in accordance with specifications to form dense mass which is laid by paverand rolled with vibratory Roller 8-10 Ton rolling should be continious till 98% density is achieved to required lines, grades and cross sections i/c cost and carriage of all materials involved & Octroi, Toll texes, Testing charges etc complete (The mix is to be prepared mechanically mixing plant of suitable capacity) i/c scarifying Bituminous Macadam surface & its disposal. | - | CUM | - | - |
| - | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom,With rapid setting bitumen emulsion
On W.B.M. /W.M.M. @ 0.4 Kg/sqm. | - | SQM | - | - |
| - | Providing and laying 50 mm thick bituminous Mcadam base course with stone aggregate of quality ,size and grading as specified in cpwd specifications and bitumen of VG-10 grade @ 3.5 % by weight of total mix incl hot mixing of stone aggregate and bitumen in hot mix plant ,transporting the mixedmaterial from plant upto site of work and laying the mixed material with paver finisher to the required level and grade ,rolling with road roller of 8-10 tonne capicity to achieve the required campaction and density complete job | - | CUM | - | - |
| - | Providing and laying 25 mm thick semidense bituminous Mcadam with stone aggregate of quality ,size and grading as specified in cpwd specifications and bitumen of VG-10 grade @ 5.0 % by weight of total mix incl hot mixing of stone aggregate and bitumen in hot mix plant ,transporting the mixedmaterial from plant upto site of work and laying the mixed material with paver finisher to the required level and grade ,rolling with road roller of 8-10 tonne capicity to achieve the required campaction and density complete & Providing and laying of 6 mm seal coat of pre mixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve )with bitumen using 128 kg of bitumen of grade VG -10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface incl. rolling and finishing complete job | - | SQM | - | - |
stage.html
html • 0.05 MB
technical_994797.pdf
techsummary_994797.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.28 MB
Tendernotice_2.pdf
PDF • 0.59 MB
BOQ_994797.xls
BOQ • 0.32 MB
Adment64.pdf
PDF • 0.11 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 .