Loading…
Loading…
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
9 Sept 2026, 6:00 pm
SE PWD CIRCLE SIKAR
SE PWD CIRCLE SIKAR
Renewal of Various Non Patchable Roads under Pkg No. RJ-29-20/NP/SKR/NKT/2026-27 under Sub Dn Neemkathana Distt Sikar
2026_CEPWD_592104_13
NIT-07/2026-27 SE PWD CIRCLE SIKAR
Open Tender
Civil Works
Percentage
150 days
NEEMKATHANA
Please refer Tender Documents
2 documents required · 2 mandatory
₹2,000
Through online eGRAS Challan Neemkathana 12325
₹4.5 L
Yes
23 Aug 2026
23 Aug 2026
10 Sept 2026
23 Aug 2026
9 Sept 2026
23 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 |
|---|---|---|---|---|---|
| 11. Jagatsingh Nagar to Birwala | |||||
| 1.01 | Part-A (BT Road Work) | - | - | - | - |
| 1.02 | 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 | 0.5 | P.Hectare | 10,374 | ₹5,187 |
| 1.03 | Construction of embankment with approved material obtained from borrow pits with a lift upto1.5m,transporting tosite,spreading,grading to required slope and compacting to meet requirement of Tables300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 | 240 | cum | 44 | ₹10,560 |
| 1.04 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bitumeans Course | 16.5 | cum | 69 | ₹1,138.5 |
| 1.05 | 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. | 199.5 | P.Cum | 751 | ₹1,49,824.5 |
| 1.06 | Water Bound Macadam Sub-base/base with Stone Screening 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.For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar Using Crusher Broken Aggregate By Mechanical Means | 147.66 | P.Cum | 1,002 | ₹1,47,955.32 |
| 1.07 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) | 295.31 | P.Cum | 4,811 | ₹14,20,736.41 |
| 1.08 | 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. | 99 | P.cum | 438 | ₹43,362 |
| 1.09 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905 | - | - | - | - |
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 • 6.08 MB
Tendernotice_2.pdf
PDF • 12.10 MB
13Package_20_Rate_Analysis_NKT.pdf
Other Document • 0.18 MB
13ComponentRJ_29_20_NP.pdf
Other Document • 0.91 MB
BOQ_1051271.xls
BOQ • 0.29 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 [email protected].