Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹82.7 LAdmitted-Finance | -16.99% | ₹82.7 L | L1 | Admitted-Finance |
| 2 | L2₹83.1 L+₹42,826.50 (0.52%)Admitted-Finance | -16.56% | ₹83.1 L+₹42,826.50 (0.52%) | L2 | Admitted-Finance |
| 3 | L3₹85.3 L+₹2.6 L (3.12%)Admitted-Finance | -14.40% | ₹85.3 L+₹2.6 L (3.12%) | L3 | Admitted-Finance |
| 4 | L4₹85.9 L+₹3.3 L (3.95%)Admitted-Finance | -13.71% | ₹85.9 L+₹3.3 L (3.95%) | L4 | Admitted-Finance |
| 5 | L5₹87.7 L+₹5.1 L (6.12%)Admitted-Finance | -11.91% | ₹87.7 L+₹5.1 L (6.12%) | L5 | Admitted-Finance |
Tender Value
₹99.6 L
EMD Value
₹2.0 L
Closing Date
22 Jun 2026, 6:00 pmClosed
General Manager RSRDC Ltd. Jaipur
Office of the Project Director RSRDC Ltd. Unit-Sirohi, Plot No.-43, Ward no.-1, Tulsi Nagar Colony, Sirohi-307001
Construction of Internal Interlocking Road and other Development work at Hospital, Sirohi
2026_RSRDC_568582_1
RSRDC NIT 171/2026-27 (Sl-1)
Open Tender
Civil Works
Percentage
90 days
Sirohi
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Through RTGS/NEFT/IMPS
₹2.0 L
23 Jun 2026
16 Jun 2026
23 Jun 2026
16 Jun 2026
22 Jun 2026
17 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 |
|---|---|---|---|---|---|
| 1 | 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 (B) In area of thorny jungle | 0.8 | Hec | 15,386 | ₹12,308.8 |
| 2 | 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 | 3,630 | P.Cum | 58 | ₹2,10,540 |
| 3 | 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 | 1,021.25 | Cum | 450 | ₹4,59,562.5 |
| 4 | 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 batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 589.5 | P.Rm | 2,715 | ₹16,00,492.5 |
| 5 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'C' : Not dentated on any of its faces like Hexagonal, Rectangular, Square shape as per IRC:SP:63-2004 | 5,895 | P.Sqm | 756 | ₹44,56,620 |
| 6 | Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade. 80mm thick Blocks | 5,895 | P.Sqm | 4.4 | ₹25,938 |
| 7 | Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size board | 25 | Each | 11,567 | ₹2,89,175 |
| 8 | Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. Depth upto 3 metre | 31.5 | P.Cum | 190 | ₹5,985 |
| 9 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 Nominal mix 1:3:6 | 38.44 | P.Cum | 3,091 | ₹1,18,810.31 |
| 10 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In 1:3 cement mortar | 18.38 | P.Cum | 3,420 | ₹62,842.5 |
stage.html
html • 0.04 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 • 0.29 MB
Agreementandothers.pdf
Tender Documents • 1.32 MB
BankDetail.pdf
Tender Documents • 0.11 MB
BOQ_1011488.xls
BOQ • 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 .