Loading
Loading…
Loading…
Tender Value
₹2.6 Cr
EMD Value
₹5.2 L
Closing Date
22 Sept 2026, 6:00 pmDue today
SE PWD CIRCLE KOTA
SE PWD CIRCLE KOTA
RJ-23/NP-ML /2026-27/7
2026_CEPWD_596834_1
SE PWD CIRCLE KOTA NITNO-14/2026-27
Open Tender
Civil Works
Percentage
150 days
KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
2000 EE PWD CITY DIV. KOTA
₹5.2 L
Yes
11 Sept 2026
11 Sept 2026
23 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 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 |
|---|---|---|---|---|---|
| 1Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202. 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 | |||||
| 1.01 | fjf}&flf} uxj CykWd , ,oa ch dqUgkMh dh vkarfjd lMdksa dk fuekZ.k dk;Z | 2,628 | E | 1 | ₹2,628 |
| 1.02 | dqy | 2,628 | Cum | 515 | ₹13,53,420 |
| 2Granular 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. For Grading-II Material | |||||
| 2.01 | fjf}&flf} uxj CykWd , ,oa ch dqUgkMh dh vkarfjd lMdksa dk fuekZ.k dk;Z | 1,020 | E | 1 | ₹1,020 |
| 2.02 | dqy | 1,020 | Cum | 751 | ₹7,66,020 |
| 3Dry Lean Cement Concrete 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. | |||||
| 3.01 | fjf}&flf} uxj CykWd , ,oa ch dqUgkMh dh vkarfjd lMdksa dk fuekZ.k dk;Z | 1,020 | E | 1 | ₹1,020 |
| 3.02 | dqy | 1,020 | Cum. | 2,418 | ₹24,66,360 |
| 4Cement Concrete Pavement Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film 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 with all required equipments (Dowel Bars & Tie Bar will be paid seprately). | |||||
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 • 2.24 MB
Tendernotice_2.pdf
PDF • 1.40 MB
Tendernotice_3.pdf
PDF • 11.56 MB
RATE-ANALYSIS-23-07.pdf
Tender Documents • 1.86 MB
BOQ_1058328.xls
BOQ • 0.30 MB
CERTIFICATE-07.pdf
Tender Documents • 0.13 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 .