Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.4 LAdmitted-Finance | -16.50% | ₹16.4 L | L1 | Admitted-Finance |
| 2 | L2₹17.0 L+₹56,135.20 (3.43%)Admitted-Finance WARD NO 09 VPO CHHAPOLI UDAIPURWATI JHUNJHUNU RAJASTHAN 333302 | JHUNJHUNU | RAJASTHAN | 333302 | -13.64% | ₹17.0 L+₹56,135.20 (3.43%) | L2 | Admitted-Finance |
| 3 | L3₹19.3 L+₹2.9 L (18.0%)Admitted-Finance | -1.51% | ₹19.3 L+₹2.9 L (18.0%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Not Qualified |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹19.6 L
EMD Value
₹39,260
Closing Date
14 Aug 2026, 6:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA WAZIRPUR
Patch work / Road repair work in the Municipal area as required
2026_DLB_583249_1
1003-02
Open Tender
Civil Works
Percentage
90 days
WAZIRPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
EXECUTIVE OFFICER/MDRISL
₹39,260
Yes
19 Aug 2026
6 Aug 2026
17 Aug 2026
6 Aug 2026
14 Aug 2026
6 Aug 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 |
|---|---|---|---|---|---|
| 1 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Lime Concrete, cement concrete grade M-10 (1:5:10) and below | - | CUM | 393.5 | - |
| 2 | Carriage of Materials by mechanical transport including loading, unloading and stacking (5 km.) Stone, boulders, gravelly material | - | cum | 239.78 | - |
| 3 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km | - | cum | 178.5 | - |
| 4 | Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - III Material | - | cum | 1,106 | - |
| 5 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20 | - | SQM | 5,610 | - |
| 6 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001. 80 mm thick | - | SQM | 792 | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | CUM | 5,510 | - |
| 8 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. 300 mm internal diameter | - | - | - | - |
| 9 | 300 mm internal diameter | - | MTR | 236.5 | - |
| 10 | 1000 mm internal diameter | - | MTR | 6,790 | - |
stage.html
html • 0.04 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 • 0.03 MB
Tendernotice_1.pdf
PDF • 1.19 MB
BOQ_1036063.xls
BOQ • 0.28 MB
corige1003.pdf
PDF • 0.02 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 .