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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 LAccepted-AOC | ₹11.7 L Quoted ₹11.8 L | L1 | Accepted-AOC l1 party |
| Sl No | Description | Qty | Unit | P V CONSTRUCTIONS L1 |
|---|---|---|---|---|
| 1.00Solid block Masonary Work | ||||
| 1.01 | Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm
or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to
floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc
complete | 2.16 | cum | 9,000 ₹19,440 |
| 2.00Red earth filling | ||||
| 2.01 | 15.Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of
site Engineer-in-charge
Red earth filling for flo | 50.68 | cum | 2,000 ₹1.0 L |
| 3.00PCC work | ||||
| 3.01 | Providing and laying in position cement concrete of specified grade excluding the cost
of centering and shuttering - All work up to plinth level: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) | 54.43 | Cum | 8,000 ₹4.4 L |
| 4.00Solid block masonary work for drainage and ramp | ||||
| 4.01 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm
or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth
with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 3.8 | Cum | 9,000 ₹34,200 |
| 5.00Scaffolding Works | ||||
| 5.01 | Providing and fixing double scaffolding system (cup lock type) on the exterior side,
upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre,
horizontal & vertical tubes joining with cup & lock system with M.S. tubes,
M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for
working platform etc. and maintaining it in a serviceable condition for the required
duration as approved and removing it there after. The scaffolding system shall be
stiffened with bracings, runners, connection with the building etc wherever required
for inspection of work at required location with essential safety features for the
workmen etc. complete as per directions and approval of Engineer- in Charge. The
elevational area of the scaffolding shall be measured for payment purpose. The
payment will be made once irrespective of duration of scaffolding. Note:- This item to
be used for maintenance work judicially, necessary deduction for scaffolding in the
existing item to be done . | 210 | sqm | 350 ₹73,500 |
Tender Value
₹10.0 L
EMD Value
₹24,960
Closing Date
10 Sept 2025, 3:00 pmClosed
HOU(TP)
KMML, CHAVARA
1.Solid block masonry works 2.Red earth filling work 3.PCC and RCC works 4.Plastering works. 5.Steel reinforcement works 6.Scaffolding works. 7. Installing canvas tarpaulin sheet below truss and bird proof nets.
2025_KMML_792184_1
EAF/CIV/0297/2025-2026, Dtd 25/08/2025
Open Tender
Civil Works - Buildings
45 days
KMML, CHAVARA
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,360
₹24,960
29 Jan 2026
30 Aug 2025
11 Sept 2025
30 Aug 2025
10 Sept 2025
30 Aug 2025
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