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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.0 LAccepted-AOC | ₹24.0 L | L1 | Accepted-AOC ACCEPTED AS PER RESOLUTION TAKEN BY POLPULLY GP BOARD |
| 2 | L2₹24.6 L+₹57,534.04 (2.40%)Rejected-AOC | ₹24.6 L+₹57,534.04 (2.40%) | L2 | Rejected-AOC HIGHER RATE HENCE REJECTED |
| 3 | L3₹25.8 L+₹1.8 L (7.52%)Rejected-AOC | ₹25.8 L+₹1.8 L (7.52%) | L3 | Rejected-AOC HIGHER RATE HENCE REJECTED |
| Sl No | Description | Qty | Unit | DEVADAS K L2 | V RAJESH L3 | Kaladharan L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | ||||||
| 1.00 | OD117426/2025-2026: Filling up pot holes(cut and formed to regular shapes and all loose materials removed)after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface | 17.04 | cum | 8,306.25 ₹1,41,496.97 | 8,721.56 ₹1,48,571.77 | 7,878.2 ₹1,34,205.14 Lowest |
| 1.00 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,850 | sqm | 18.9 ₹53,865 | 19.85 ₹56,572.5 | 17.6 ₹50,160 Lowest |
| 1.00 | 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) | 2,850 | sqm | 302.65 ₹8,62,552.5 | 317.78 ₹9,05,673 | 287 ₹8,17,950 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 196.25 | cum | 441.5 ₹86,644.38 | 463.58 ₹90,977.58 | 418.4 ₹82,111 Lowest |
| 1.00 | OD272327/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform
layers on prepared surface, mixing by mix in place method, and compacting with surface
vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i)
For Grading I Material
Unit = cum Taking output = 300 cum | 78.5 | cum | 2,341.76 ₹1,83,828.16 Lowest | 2,458.85 ₹1,93,019.73 | 3,116 ₹2,44,606 |
| 1.01 | 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) | 117.75 | cum | 9,563.75 ₹11,26,131.56 | 10,041.94 ₹11,82,438.44 | 9,071 ₹10,68,110.25 Lowest |
| 1.01 | OD117771/2025-2026:NAME BOARD 25/26 Supplyingand providing readymade Name board with all conveyance,labour and hire charges
etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm
thick iron sheet of size and size, fixing the post inground with CC etc complete
90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitablecolour | 1 | 1 nos | 3,064.86 ₹3,064.86 | 3,218.1 ₹3,218.1 | 2,907 ₹2,907 Lowest |
Tender Value
₹24.6 L
EMD Value
₹50,000
Closing Date
10 Oct 2025, 6:00 pmClosed
AE LSGD Polpylly GP
AE LSGD POLPULLY GP
Annual Plan-PLPY/2025-2026/PR NO 99-POLPULLY GP / PR NO 99 / MOOCHIKKADU ROAD MAINTENANCE 2025 - 26 WARD 10
2025_LSGD_798620_1
02/E TENDER /AE/LSGD/PLPY/2025-26
Open Tender
Civil Works - Roads
Item Rate
300 days
POLPULLY GP
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,760
Yes
₹50,000
Yes
8 Dec 2025
20 Sept 2025
14 Oct 2025
20 Sept 2025
10 Oct 2025
20 Sept 2025
Amount
ROAD MAINTENANCE
OD117426/2025-2026: Filling up pot holes(cut and formed to regular shapes and all loose materials removed)after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface
75.5.2.2pb: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 dry and hungry bituminous surface 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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD272327/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method, and compacting with surface vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material Unit = cum Taking output = 300 cum
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)
OD117771/2025-2026:NAME BOARD 25/26 Supplyingand providing readymade Name board with all conveyance,labour and hire charges etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm thick iron sheet of size and size, fixing the post inground with CC etc complete 90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitablecolour
DEVADAS K (BID ID -2381890)
V RAJESH (BID ID -2381973)
Bidder Name
DEVADAS K
V RAJESH
Kaladharan
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