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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical VILLAGE BADHANI CHAFA BARHNI CHAFA DUMARIYAGANJ DISTT SIDDHARTHNAGAR | SIDDHARTHNAGAR | Accepted-Technical OK |
| 2 | Accepted-Technical ATLANTIS A2 1501 PLOT NO 05 SECTOR 11 NEAR CLOUD 36 GHANSOLI NAVI MUMBAI 400 701 E 97 CWE SUBS BHANDUP | THANE | MAHARASHTRA | 400701 | Accepted-Technical OK |
| 3 | Accepted-Technical | Accepted-Technical OK |
Tender Value
Refer Docs
EMD Value
₹7.9 L
Closing Date
18 Apr 2026, 5:00 pmClosed
EO NP BARHANI CHAFA
EO NP BARHANI CHAFA
1. NAGAR PANCHAYAT BADHANICHAFA KE MARASATAVA CHAURAHA KE PURV VA PASCHIM KA SAUNDARYAKARAN KARYA.
2026_DOLBU_1131092_1
686/N.P.BARHANI CHAFA 2025-26 DATE 28.03.2026
Open Tender
Civil Works
Percentage
180 days
BARHANI CHAFA
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,912
EO NP BARHANI CHAFA
₹7.9 L
8 Jun 2026
1 Apr 2026
20 Apr 2026
1 Apr 2026
18 Apr 2026
1 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 |
|---|---|---|---|---|---|
| - | Site clearance | - | JOB | - | - |
| - | Excavation in foundation in ordinary
soil(loom clay or sand) including lift
upto 1.50meter and lead upto 30 meter
and including filling, watering and
ramming of excavated earth into the
trenches or into the space between the
building and sides of foundation
trenches or into the plinth and removal
and disposal of surface earth as directed
by the E/I upto a distance of 30meter
from the foundation trenches.SOR NO
251 | - | CUM | - | - |
| - | Cement concrete with 4 cm gauge brick
ballast sand of 1.25 FM and cement in
proportion 8:4:1 in foundation and
under floor including supply of all
materials labour and tools and plants
etc.required for proper completion of
the work.SOR NO 275 | - | CUM | - | - |
| - | Class 150 sub class A brick work in 1:4
cement and fine sand of 1.25 FM
mortar in super strructure as per
analysis SI NO 305 | - | CUM | - | - |
| - | Earth work in cutting or in embankment
in ordinary soil excavetion to be in the
from of regular pits not exceeding 1/2
meter E/Las per SOR NO.253 +
Cartage upto | - | CUM | - | - |
| - | Construction of granular Sub-base by
providing well graded material,
spreading in uniform layers with motor
grader on prepared surface, mixing by
mix in place method with rotavator at
OMC, and compacting with smooth
wheel roller to achieve the desired
density, complete as per Techincal
Specification Clause 401. | - | CUM | - | - |
| - | Supply of 80mm thick I shape zig zag
mechanically compressed inter locking
cement concrete pavement block
200x(600+120) mm with 5mm thick
topping of O.P cement m ixed 25%
make paver block Tata Red (445/446)
as oer SOR NS-10 | - | SQM | - | - |
| - | Supply & fix of RCC Bench. | - | NO | - | - |
| - | Supply & fix of Tree guard by iron | - | NO | - | - |
| - | Supply & Fixing of Ornamental 3000mm Decorative
cast aluminium pole having cast aluminium base
and minimum bottom square size 355mm) and
galvanised mild steel upper profile having dia
105mm with minimum 14nos groove on outer circle
of pipe. Pole will be suitable for Concord Post Top
Fixture. Pole is having MS base plate 460x460.
x12mm at hole to hole 380mm. Fixture should be
alligned on both arm at a min distance of 1000mm
from the outer edge of bracket. Pole is having a
service window at bottom comprising 4 way
connector and MCB for Loop in and loop out
arrangement. Pole and bracket are properly
machined and treated before epoxy primer coating
and polyurethene painted in grephite grey italian
capcicot. CatNo : Twinkle Lite-HUMBERTO/NERI/K
LITE (M.R.) | - | NOS | - | - |
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Tendernotice_1.pdf
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BOQ_2110299.xls
BOQ • 0.29 MB
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