Loading
Loading…
Loading…
Tender ID
Tender Value
₹38.7 L
EMD Value
₹3.9 L
Closing Date
25 Mar 2026, 12:00 pmClosed
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
Construction work Of Permanent Helipad Tahsil Moth, in Jhansi district
2026_CEJNS_1127897_1
1736/ 44 C- Jhansi Circle/25 Date 10.03.2026
Open Tender
Civil Works - Roads
Fixed-rate
60 days
Jhansi
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,350
₹3.9 L
Yes
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
12 May 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
23 Mar 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 |
|---|---|---|---|---|---|
| 1Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | |||||
| 2Construction of sub-grade by providing borrow pit material with 2% Lime , 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 clause | |||||
| 3Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | |||||
| 4Construction 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 1:1, 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. | |||||
| 5Construction of Cement Concete Pavement with plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregateconforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction joint, joint filler, sealant primer, joint sealant admixtures as approved, curing compound, finishing to lines and grades as per drawing Morth 6.6 | |||||
| 6Providing and laying of 80mm interlocking concrete block pavement laid in stone dust base and fiI joint with fine sand. Joint filled after levelling and dressing base including supply of all Material, tabour, T&P etc required for proper Completion of the work. | |||||
| 7Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per Morth Specificaton 304 Sl No 9.01 | |||||
| 8Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 day as per morth Specification 2100 Sl. No. 9.04 | |||||
| 9Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion,Hand rail in 3 tiers.External area of vertical post 0.25x0.275 = 0.069sqm& Hand Rail = 0.170 x 0.175 = 0.03 sqm,complete as per approved drawings and MoRTH technical specifications.14.06. | |||||
| 10Supply,fitting and Placing uncoated HYSD bar Reinforcement in complete as per Drwaing and Technical specifications. | |||||
stage.html
html • 0.02 MB
cancelled_1.pdf
pdf • 0.28 MB
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 • 2.27 MB
T2.pdf
Tender Documents • 1.22 MB
BOQ_2103630.xls
BOQ • 0.28 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 .