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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹88.0 LAdmitted-Finance | -0.15% | ₹88.0 L | L1 | Admitted-Finance |
| 2 | L2₹88.1 LAdmitted-Finance | -0.07% | ₹88.1 L | L2 | Admitted-Finance |
| 3 | L3₹88.1 LAdmitted-Finance VILLAGE P O LANGHA VIKASNAGAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | -0.06% | ₹88.1 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-hard copy/ physical documents not recieved |
Tender Value
₹88.1 L
EMD Value
₹2.6 L
Closing Date
15 Apr 2026, 5:00 pmClosed
executive officer NPP vikasnagar, dehradun
OFFICE OF executive officer NPP vikasnagar, dehradun.
COWSHED_CONSTRUCTION_AT_SATIGHAT_IN_VIKASNAGAR
2026_NPVN_93952_1
01GAUSHALA
Open Tender
Civil Works
240 days
COWSHED_CONSTRUCTION_AT_SATIGHAT_IN_VIKASNAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹31,152
E.O. Nagar Palika Parishad
₹2.6 L
Yes
16 Apr 2026
7 Apr 2026
16 Apr 2026
7 Apr 2026
15 Apr 2026
7 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 |
|---|---|---|---|---|---|---|
| 1.01 | 2.6 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-in-charge.
2.6.1 All kinds of soil cum 177.50 | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | 4.1.8 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) cum 6812.00 | - | cum | - | - | - |
| 1.03 | 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in:
6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7132.25 | - | cum | 6,939.68 | - | - |
| 1.04 | 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in superstructure above plinth level up to floor V level in
all shapes and sizes in :
6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 9105.95 | - | sqm | 8,064.56 | - | - |
| 1.05 | 6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks
of class designation 7.5 in superstructure above plinth level up to floor
V level.
6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) sqm 1123.80 | - | sqm | - | - | - |
| 1.06 | 10.14 Providing and fixing pressed steel door frames conforming to IS: 4351,
manufactured from commercial mild steel sheet of 1.60 mm thickness,
including hinges, jamb, lock jamb, bead and if required angle threshold of
mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed
mild steel welded or rigidly fixed together by mechanical means, including
M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate
and shock absorbers as specified and applying a coat of approved
steel primer after pre-treatment of the surface as directed by Engineerin-
charge:10.14.3 Profile E
10.14.3.1 Fixing with adjustable lugs with split end tail to
each jamb metre 640.20 | - | MTR | - | - | - |
| 1.07 | 10.14 Providing and fixing pressed steel door frames conforming to IS: 4351,
manufactured from commercial mild steel sheet of 1.60 mm thickness,
including hinges, jamb, lock jamb, bead and if required angle threshold of
mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed
mild steel welded or rigidly fixed together by mechanical means, including
M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate
and shock absorbers as specified and applying a coat of approved
steel primer after pre-treatment of the surface as directed by Engineerin-
charge:10.14.1 Profile B
10.14.1.1 Fixing with adjustable lugs with split end tail to
each jamb metre 583.30 | - | MTR | - | - | - |
| 1.08 | 10.25 Steel work welded in built up sections/ framed work, including cutting,
hoisting, fixing in position and applying a priming coat of approved steel
primer using structural steel etc. as required.10.25.2 In gratings, frames, guard bar, ladder, railings, brackets,
gates and similar works kg 172.60 | - | kg | - | - | - |
| 1.09 | 4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from
natural sources : 4 graded stone aggregate 20 mm nominal
size derived from natural sources) cum 9895.20 | - | cum | - | - | - |
| 1.1 | 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :
13.2.2 1:6 (1 cement: 6 fine sand) sqm 383.00 | - | sqm | - | - | - |
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