Loading
Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical PRE BID QUALIFY |
| 2 | Accepted-Technical | Accepted-Technical PRE BID QUALIFY |
| 3 | Accepted-Technical R O AT VILL BHADIWA POST AMBA DISTT VARANASI UP 221104 | VARANASI | VARANASI | UTTAR PRADESH | 221104 | Accepted-Technical PRE BID QUALIFY |
| 4 | Accepted-Technical | Accepted-Technical PRE BID QUALIFY |
| 5 | Accepted-Technical KARANDA POST OFFICE KARANDA SBI GHAZIPUR | Accepted-Technical PRE BID QUALIFY |
Tender Value
Refer Docs
EMD Value
₹4.6 L
Closing Date
1 Jun 2026, 12:00 pmClosed
SE RED MZP
JHANVI HOTEL PUTLIGHAR MZP
PROPOSED CONSTRUCTION OF AWASIYA BHAWAN AT BLOCK CAMPUS KON, DIS-SONBHADRA
2026_REDUP_1153768_1
29/SE RED/ 2026-27 DATE- 07.04.2026
Open Tender
Civil Works
Percentage
90 days
KONE
AS PER NIT AND T2
3 documents required · 3 mandatory
₹5,014
₹4.6 L
3 Sept 2026
26 May 2026
2 Jun 2026
26 May 2026
1 Jun 2026
26 May 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 jungle including up rooting of trunk vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared DSR- 2.31 | 1,551.87 | sqm | 12.18 | ₹18,901.78 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil. From 0.00 mt to 1.50 mt_DSR-2.6.1 | 50.78 | CUM | 122.78 | ₹6,234.77 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil. 1.50mt to 3.0 mt_2.6.1+2.26.1 | 25.56 | CUM | 210.49 | ₹5,380.12 |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil DSR- 2.8.1 | 717.33 | cum | 180.05 | ₹1,29,155.27 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. DSR- 2.25 (a) | 5.65 | cum | 484.56 | ₹2,737.76 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR- 2.27 | 71.05 | cum | 1,469.05 | ₹1,04,376 |
| 7 | Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier under and around the column pits, wall trenche basement excavation top surface if plinth filling junction of wall and floor along the external per meter of binding expension joints surrounding of pipes and conduit etc. Complete (Plinth area of building at ground floor only shall be measured as per I.S. 6313 part II 1981). Aldrine emulsificable concentrate of any other approved material such as Hepthachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows: I. Treatment for masonry and foundation 5 liters/sqm., II. Back fill in immediate contact with foundation 7.5 liters/sqm., III. Treatment of top surface of plinth filling 5 liters/sqm., IV. Treatment juction of soil along external per meter building 7.50 liters/sqm., V. Treatment of soil under apron along external perimeter 5 liters/sqm. as per PWD Deoria SOR, Page no. 17, New Item SI.No. 1 | 554.94 | Sqm | 180.5 | ₹1,00,166.67 |
| 8 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete, excluding cost of form- work, in foundation and floors._DSR-4.1.3 | 0.38 | CUM | 5,449.75 | ₹2,070.91 |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR- 4.1.8 | 120.35 | cum | 4,712.03 | ₹5,67,092.81 |
| 10 | Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) DSR-- 6.1.1 | 37.22 | cum | 5,098.46 | ₹1,89,764.68 |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
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 • 22.57 MB
Tendernotice_2.pdf
PDF • 0.46 MB
BOQ_2161376.xls
BOQ • 0.51 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 .