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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-AOC | ₹17.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹17.1 LRejected-AOC | ₹17.1 L | L2 | Rejected-AOC L2 |
Tender Value
₹17.0 L
EMD Value
₹34,040
Closing Date
11 May 2026, 12:00 pmClosed
Executive Engineer
Vikash Bhawan
Gram Sabha Jungle Maghi (Block-Bhathat) mein Prathmik Vidyalaya se Purane CC Road Tak CC Road ka Nirman
2026_REDUP_1144823_18
81/EE/RED/GKP/25-26 Date 09-04-2026
Open Tender
Civil Works
90 days
Gorakhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹896
₹34,040
6 Jun 2026
6 May 2026
12 May 2026
6 May 2026
11 May 2026
6 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 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer- incharge. As per DSR 2.6.1 | 1 | cum | 128.57 | ₹128.44 |
| 2 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR 4.1.8 | - | cum | 4,934.29 | - |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) As per DSR 6.1.2 | - | cum | 5,338.95 | - |
| 4 | Earth work by mechinical I manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods,watering, rolling each layer with % tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions,lead upto 50 m and for all lift :as per DSR NO. 2.2.1 ,2.4,2.5 All kinds of soil | - | cum | 272.21 | - |
| 5 | GSB Grade 1 Construction of granular sub-base by providing well graded material spreadig in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with smoth wheel rollar to achieve the desired density, complete as per MORD tenhnical speicification clause 401. | - | cum | 4,000.55 | - |
| 6 | WBM Grading -3 Providing and Laying spreding and compecting stone aggregates of specific sizes to Water Bond Macdom specification including sperdaing in uniform thickness hand packing rolling with smooth wheel rollor 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill -up the interstics of coarse aggergate watering and compecting to the required dencity Grading -3 as per MORD tenhnical speicification clause 405. | 1 | cum | 5,328.74 | ₹5,323.41 |
| 7 | Construction of un-reinforced, dowel jointed, at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2M 30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved Clause 1501 | - | cum | 9,524.8 | - |
| 8 | Providing & fixing sighnboard complete. | - | cum | 5,700 | - |
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