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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical PRE BID QUALIFY |
| 2 | Accepted-Technical R O AT VILL BHADIWA POST AMBA DISTT VARANASI UP 221104 | VARANASI | VARANASI | UTTAR PRADESH | 221104 | Accepted-Technical PRE BID QUALIFY |
| 3 | Accepted-Technical | Accepted-Technical PRE BID QUALIFY |
| 4 | Accepted-Technical KARANDA POST OFFICE KARANDA SBI GHAZIPUR | Accepted-Technical PRE BID QUALIFY |
| 5 | Accepted-Technical | Accepted-Technical PRE BID QUALIFY |
Tender Value
Refer Docs
EMD Value
₹9.4 L
Closing Date
1 Jun 2026, 12:00 pmClosed
SE RED MZP
JHANVI HOTEL PUTLIGHAR MZP
CONSTRUCTION OF NON RESIDENTIAL BUILDING IN CAMPUS OF VIKAS KHAND - KARMA DISTT.- SONBHADRA.(U.P.)
2026_REDUP_1153761_1
29/SE RED/ 2026-27 DATE- 07.04.2026
Open Tender
Civil Works
Percentage
90 days
KARMA
AS PER NIT AND T2
3 documents required · 3 mandatory
₹7,440
₹9.4 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 as per DSR.No. 2.31 | 1,071 | sqm | 12.18 | ₹13,044.78 |
| 2 | 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 as per DSR.No. 2.8.1 | 647.47 | cum | 180.05 | ₹1,16,576.97 |
| 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. From 0.00 mt to 1.50 mt. As per DSR No. 2.6.1 | 73.03 | CUM | 122.78 | ₹8,966.62 |
| 4 | 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 1.50mt to 3.0 mt. As per DSR No. 2.6.1+2.26.1 | 37.63 | CUM | 210.49 | ₹7,920.74 |
| 5 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles.DSR-20.3.1 | 1,691 | Rmt | 2,120.55 | ₹35,85,850.05 |
| 6 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge method and preparation of pilehead or construction of test cap and dismantling of test cap after test etc.complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Single pile upto 50 tonne Safe capacity. Initial test (Test Load 2.5 times the Safe capacity) DSR-20.6.1.1 | 2 | Nos. | 37,886.78 | ₹75,773.56 |
| 7 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge method and preparation of pilehead or construction of test cap and dismantling of test cap after test etc.complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Single pile upto 50 tonne Safe capacity. Routine test (Test Load 1.5 times the Safe capacity) DSR-20.6.1.2 | 10 | Nos. | 13,580.21 | ₹1,35,802.1 |
| 8 | 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. as per DSR.No. 2.25 (a) | 752.54 | cum | 484.56 | ₹3,64,650.78 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per DSR no 2.27 | 74.65 | cum | 1,469.05 | ₹1,09,664.58 |
| 10 | 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 | 527.39 | Sqm | 180.5 | ₹95,193.9 |
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