Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹54.4 LAdmitted-Finance | -6.00% | ₹54.4 L | L1 | Admitted-Finance |
| 2 | L2₹57.6 L+₹3.2 L (5.85%)Admitted-Finance | -0.50% | ₹57.6 L+₹3.2 L (5.85%) | L2 | Admitted-Finance |
| 3 | L3₹63.7 L+₹9.3 L (17.0%)Admitted-Finance | +10.00% | ₹63.7 L+₹9.3 L (17.0%) | L3 | Admitted-Finance |
Tender Value
₹68.3 L
EMD Value
₹1.4 L
Closing Date
13 Aug 2026, 12:00 pmClosed
Executive Engineer, PWD Division I Sawai Madhopur
Executive Engineer, PWD Division I Sawai Madhopur
Construction of Road from Ganesh Dham to Jogi Mahal Ranthambhore Road Sawai Madhopur
2026_CEPWD_584419_1
E-NIT No. 09/2026-27 EE PWD Dn. I Sawai Madhopur
Open Tender
Civil Works
Percentage
90 days
Sawai Madhopur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Egras Office ID 11496
₹1.4 L
Yes
17 Aug 2026
8 Aug 2026
13 Aug 2026
8 Aug 2026
13 Aug 2026
8 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 cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | Cum | 515 | - |
| 2Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202. | |||||
| 2.01 | Cement mortar | - | Cum | 155 | - |
| 3 | Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRTH Specification Clause 301.3.5 | - | Cum | 36 | - |
| 4Granular Sub-Base with Close Graded Material (Table:- 400-1), Plant Mix Method Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with a lead of 1 Km. | |||||
| 4.01 | for grading- III Material | - | Cum | 738 | - |
| 5 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406 By Mechanical Means with a lead of 1 Km. | - | Cum | 1,044 | - |
| 6Extra rate for carriage of mixed material additional lead from in item 4.6 | |||||
| 6.01 | Beyond 20th Km | - | Cum/P.Km | 3.4 | - |
| 7 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a fully automatic computerised batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | - | Cum | 2,418 | - |
stage.html
html • 0.03 MB
tech_eval.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 • 1.29 MB
Tendernotice_2.pdf
PDF • 1.40 MB
Tendernotice_3.pdf
PDF • 15.98 MB
BOQ_1038069.xls
BOQ • 0.30 MB
Corrigendum.pdf
PDF • 0.32 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 .