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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC AGREEMENT EXECUTED BETWEEN CONTRACTOR AND AE |
| 2 | L2₹3.5 LRejected-AOC | ₹3.5 L | L2 | Rejected-AOC HIGHER BID |
| Sl No | Description | Qty | Unit | SAGAR L2 | S N CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00TARRING | |||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 55.8 | cum | 65 ₹3,627 | 62 ₹3,459.60 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 27.9 | cum | 2,300 ₹64,170 | 2,215.97 ₹61,825.56 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 41.85 | cum | 3,400 ₹1.4 L | 3,275.87 ₹1.4 L |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 279 | sqm | 79 ₹22,041 | 78 ₹21,762 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 279 | sqm | 18 ₹5,022 | 17.01 ₹4,745.79 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 279 | sqm | 260 ₹72,540 | 254.5 ₹71,005.50 |
| 1.01 | OD266949/2024-2025:Boundary Pillar/Guard stone 15x15x90cm size.Reinforced cement concrete M15 grade of standard design as per IRC:25,fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704(Modified data 8.16 of MoRTH) | 50 | each | 700 ₹35,000 | 700 ₹35,000 |
| 1.01 | OD179089/2024-2025:Supplying
and
fitting
name
boards
of
size
75
cm
x
45
cm.
made
with
G
I
plain
sheets
1.25
mm
thick
(class
IIII
)
fitted
with
35
X35
x
4
mm
MS
angle
2
Nos
horizontally
and
3
Nos
vertically
to
make
a
frame
for
strengthening
the
G
I
sheet
,
fitted
2
Nos.
32
mm
GI
pipe
vertically
90
cm
above
from
ground
level
and
fixing
in
cement
concrete
1:
2:
4
,
30cm
X
30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete
boards
of
size
75
cm
x
45
cm.
made
with
G
I
plain
sheets
1.25
mm
thick
(class
IIII
)
fitted
with
35
X35
x
4
mm
MS
angle
2
Nos
horizontally
and
3
Nos
vertically
to
make
a
frame
for
strengthening
the
G
I
sheet
,
fitted
2
Nos.
32
mm
GI
pipe
vertically
90
cm
above
from
ground
level
and
fixing
in
cement
concrete
1:
2:
4
,
30cm
X
30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete | 1 | no | 3,407 ₹3,407 | 3,407 ₹3,407 |
| 1.01 | 10.1.2:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 English and Roman | 375 | cm | 1.27 ₹476.25 | 1.27 ₹476.25 |
Tender Value
₹3.4 L
EMD Value
₹8,472
Closing Date
7 Mar 2025, 6:00 pmClosed
SUBEESH T
Office of the Assistant Engineer, LID EW Section, Panoor Municipality
Annual Plan-PROJECT NO 131/24-25-CONSTRUCTION OF VAIDYAR PEEDIKA - KOOTTERI CANAL ROAD -WARD 4-PANOOR MUNICIPALITY-General Civil Work
2025_LSGD_743506_17
AE/LSGD/PNR/5/2025
Open Tender
Civil Works - Roads
180 days
Office of Assistant Engineer, Panoor Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,472
Yes
18 May 2026
28 Feb 2025
10 Mar 2025
28 Feb 2025
7 Mar 2025
28 Feb 2025
Amount
TARRING
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)
OD266949/2024-2025:Boundary Pillar/Guard stone 15x15x90cm size.Reinforced cement concrete M15 grade of standard design as per IRC:25,fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704(Modified data 8.16 of MoRTH)
OD179089/2024-2025:Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete
10.1.2:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 English and Roman
SAGAR (BID ID -2143041)
Bidder Name
S N CONSTRUCTIONS
SAGAR
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