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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC | ₹2.0 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹2.0 LRejected-AOC | ₹2.0 L | L2 | Rejected-AOC Highest |
| 3 | L3₹2.0 LRejected-AOC | ₹2.0 L | L3 | Rejected-AOC Highest |
Updated dates
Tender Value
Refer Docs
EMD Value
₹19,620
Closing Date
17 Apr 2026, 2:00 pmClosed
executive officer
Nagar palika parishad achhnera
ward-16 jagan vihar school ke samne maheesh kee ghar se bharto ke ghar tak interloking and kc drain work
2026_DOLBU_1128836_4
430/NPPACH-NIVIDA
Open Tender
Civil Works
Nagar palika parishad achhnera
Please refer Tender documents.
2 documents required · 2 mandatory
₹231
Executive Officer
₹19,620
22 Apr 2026
23 Mar 2026
17 Apr 2026
23 Mar 2026
17 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in Filling with ordinary Soil upto km-5 lead and carted, compacted including all Charges with all complete. | 1 | m3 | - | - | BI01010001010000000000000515BI0100001113 |
| 2Diversion of drain water or dewatering & slush cleaning etc all complete as directed by EIC. | ||||||
| 3 | P & L of G S B & stone ballast all complete. As directed by EIC. | 1 | m3 | - | - | BI01010001010000000000000515BI0100001115 |
| 4Class- 150 (Non Modulao brick work in 1 :4 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 . PWD SOR Ch. 6 SI NO.2 | ||||||
| 512mm Cement plaster with cement mortar in proportion of '1:6 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. ln girth and linished even and smooth. PWD SOR Ch. 13 itom 2 | ||||||
| 6 | Supply & Laying of I shaped (Zigzag) precast lnterlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50k9) lncluding 0.30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. PWD SOR Ch. 20 SI NO.17 | 1 | m2 | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | S&L of C C in 1:2:4 cement and coarse sand and 20 mm stone grit and all complete. DSR SI NO. 4.1.3 | 1 | m3 | - | - | BI01010001010000000000000515BI0100001119 |
| 8Disposal of malva 05 km cartege loading & unloding as directed by EIC | ||||||
| 9P&F of Inauguration marble stone letter imbedded on smooth surface as directed by EIC. | ||||||
| 10Add GST 18% | ||||||
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tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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BOQ_2105497.xls
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