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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.5 LAccepted-Finance | ₹15.5 L | 1 | Accepted-Finance BID LOW |
| 2 | 2₹15.5 LRejected-Finance | ₹15.5 L | 2 | Rejected-Finance BID HIGH |
| 3 | 3₹15.5 LRejected-Finance | ₹15.5 L | 3 | Rejected-Finance BID HIGH |
Tender Value
₹15.5 L
EMD Value
₹1.6 L
Closing Date
25 Apr 2026, 5:00 pmClosed
EO AND CHAIRMAN
NP DEORANIAN
DEVRANIYA BAZAR PULIYA SE GUUDU T.V. WALON KI DUKAN KE SAMNE TAK CC SIDE PATRI, SURAKSHA DEEWAR VA EJING KA KARYA WARD 02
2026_DOLBU_1132976_1
4530/NPD/DATE 01.04.2026
Open Tender
Civil Works
90 days
NP DEORANIAN
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,125
EXECUTIVE OFFICER NP DEORANIAN
₹1.6 L
NP DEORANIAN
26 May 2026
6 Apr 2026
27 Apr 2026
6 Apr 2026
25 Apr 2026
6 Apr 2026
10 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1nirman work | ||||||
| 1.01 | Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.5 m & Iead upto…. as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Including Royalty). (S.I.No.251) | - | Nos | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Concrete with 4cm(1½"). Gauge brick ballast, fine sand of 1.25 fineness modulous and cement in proportion of 12:6:1 in foundation and under floor, including supply of all material Iabour and T&P etc.required for proper completion of the work.(S.I.No.273) | - | Nos | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | First class brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.(S.I.No.307) | - | nos | - | - | - |
| 1.04 | 12 mm thick plaster with cement and course sand of 1.25 F.M. Mortar in 1:3 brick work minimum thickness not to be less than 3/8" (10 mm) thick including supply of all materials, labour and T&P etc. required for proper completion of the work. (S.I.No.583) | - | nos | - | - | - |
| 1.05 | Cement concrete with 2 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.(S.I.no.279(i)) | - | nos | - | - | - |
| 1.06 | Providing and laying 125 micron plastic shee. Chapter 1 si no. 19 | - | nos | - | - | - |
| 1.07 | laying cc road slab 1:2:4 cement coarse sand & approved 4cm (1/2'') guage stone ballast si no. 773 | - | nos | - | - | - |
| 1.08 | P\F Inaguaration stone | - | nos | - | - | - |
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tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_2114853.xls
BOQ • 0.24 MB
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