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| Sl No | Description | Qty | Unit | V.K.SASHI L2 | VIVEK A K L1 |
|---|---|---|---|---|---|
| 1.00Road Retarring | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 54.92 | cum | 69.27 ₹3,804.17 | 65.9 ₹3,619.1 Lowest |
| 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. <br>(ii) Using Gravel mix soil. | 18.31 | cum | 2,435.79 ₹44,589.57 | 2,317.48 ₹42,423.79 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 18.31 | cum | 9,372.46 ₹1,71,572.25 | 8,917.23 ₹1,63,238.81 Lowest |
| 1.00 | OD349095/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm made with G I plain sheets
0.63 mm thick (class IIII ) fitted with 20 X20 x 160 mm size rectangular hollow section 2 Nos
horizontally and 3 Nos vertically
to make a frame for strengthening the G I sheet , fitted 1 Nos. 32 mm GI pipe vertically 150 cm
above from ground level
and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and coveyance of
all materials
all labour charges, fabricating etc complete. | 1 | no | 2,115.42 ₹2,115.42 | 2,012.88 ₹2,012.88 Lowest |
Tender Value
₹2.1 L
EMD Value
₹5,288
Closing Date
31 Oct 2025, 9:00 amClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LID and EW Section, Muzhappilangad Grama Panchayat
Annual Plan-MuzhappilangadGP 265/2025-26-Naichalath Samskara road balance portion concrete 0/074 to 0/1418
2025_LSGD_803717_11
AE/LSGD/MUZ/ETEN-05/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
MUZHAPPILANGAD GP
Refer tender
9 documents required · 9 mandatory
₹555
Yes
₹5,288
Yes
1 Dec 2025
24 Oct 2025
1 Nov 2025
24 Oct 2025
31 Oct 2025
24 Oct 2025
Amount
Road Retarring
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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. <br>(ii) Using Gravel mix soil.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD349095/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm made with G I plain sheets 0.63 mm thick (class IIII ) fitted with 20 X20 x 160 mm size rectangular hollow section 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 1 Nos. 32 mm GI pipe vertically 150 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and coveyance of all materials all labour charges, fabricating etc complete.
V.K.SASHI (BID ID -2419008)
Bidder Name
VIVEK A K
V.K.SASHI
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