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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.3 LAccepted-Finance | ₹14.3 L | 1 | Accepted-Finance LOWEST BID |
| 2 | 2₹14.3 L+₹718 (0.05%)Rejected-Finance | ₹14.3 L+₹718 (0.05%) | 2 | Rejected-Finance HIGHEST BID |
| 3 | 3₹14.3 L+₹1,435 (0.10%)Rejected-Finance | ₹14.3 L+₹1,435 (0.10%) | 3 | Rejected-Finance HIGHEST BID |
Tender Value
₹14.3 L
EMD Value
₹1.4 L
Closing Date
10 Aug 2026, 5:00 pmClosed
EO AND CHAIRMAN
OFFICE NP DEORANIAN
HAJI SHAJMAD CLOTH STORE SE TRANSFORMER KE AAGE PULIYA KE SAMNE TAK CC ROAD EVAM NALI NIRMAN KARYA WARD 11
2026_DOLBU_1173741_1
4826/NPD/DATE 31.07.2026
Open Tender
Civil Works
Percentage
90 days
NP DEORANIAN
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,065
EXECUTIVE OFFICER NP DEORANIAN
₹1.4 L
NP DEORANIAN
27 Aug 2026
1 Aug 2026
11 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
3 Aug 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 |
|---|---|---|---|---|---|
| 1nirman work | |||||
| 1.01 | dismentling of old B.O.E soling and stacking of dismentling bricks at site completion of work as directed by E/I | 271.6 | Nos | 12 | ₹3,259.2 |
| 1.02 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 3.16(305) (5 km carted) si no 251+258 | 193.08 | Nos | 250 | ₹48,270 |
| 1.03 | 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) | 7.66 | nos | 209 | ₹1,600.94 |
| 1.04 | 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) | 82.06 | nos | 3,705 | ₹3,04,032.3 |
| 1.05 | 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) | 5.91 | nos | 5,700 | ₹33,687 |
| 1.06 | 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) | 13.8 | nos | 230 | ₹3,174 |
| 1.07 | Providing and laying 125 micron plastic shee. Chapter 1 si no. 19 | 535.6 | nos | 20 | ₹10,712 |
| 1.08 | laying cc road slab 1:2:4 cement coarse sand & approved 4cm (1/2'') guage stone ballast si no. 773 | 80.34 | nos | 9,594 | ₹7,70,781.96 |
| 1.09 | 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)) | 0.32 | Nos | 7,833 | ₹2,506.56 |
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