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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.1/2 of Pudupariyaram Gp and Agreement executed | |
| 2 | L2₹4.1 L+₹1,507.48 (0.37%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹4.2 L+₹12,954.85 (3.16%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | L4₹4.2 L+₹14,219.83 (3.47%)Rejected-Finance | L4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | M.S.SUDHEERBABU L1 | H NOORUL HAMEED L4 | S.ANAND L3 | SHAJAHAN M M L2 |
|---|---|---|---|---|---|---|---|
| 1.00Civil Works | |||||||
| 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. | 33 | cum | 64.6 ₹2,131.8 Lowest | 66.84 ₹2,205.72 | 66 ₹2,178 | 64.83 ₹2,139.39 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 16.5 | cum | 3,226.05 ₹53,229.83 Lowest | 3,337.88 ₹55,075.02 | 3,337 ₹55,060.5 | 3,237.74 ₹53,422.71 |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 16.5 | cum | 3,625 ₹59,812.5 Lowest | 3,750.64 ₹61,885.56 | 3,750 ₹61,875 | 3,638.12 ₹60,028.98 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 241 | sqm | 77.65 ₹18,713.65 Lowest | 80.37 ₹19,369.17 | 80 ₹19,280 | 77.96 ₹18,788.36 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 241 | sqm | 18.25 ₹4,398.25 | 18.9 ₹4,554.9 | 18 ₹4,338 Lowest | 18.33 ₹4,417.53 |
| 1.01 | OD274223/2025-2026:Filling up potholes (cut and formed to reguiar shapes and all loose and defective materials removed )after supplying a prime coat of hot bitumen using 36mm broken stone an compacting with power roller to get compact. | 5.97 | cum | 8,028 ₹47,919.13 Lowest | 8,306.25 ₹49,580.01 | 8,306 ₹49,578.51 | 8,057.06 ₹48,092.59 |
| 1.01 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 482 | sqm | 18.25 ₹8,796.5 | 18.9 ₹9,109.8 | 18 ₹8,676 Lowest | 18.33 ₹8,835.06 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 723 | sqm | 292.5 ₹2,11,477.5 Lowest | 302.65 ₹2,18,815.95 | 302 ₹2,18,346 | 293.57 ₹2,12,251.11 |
| 1.01 | OD274222/2025-2026:Supplying and providing readymade name board with all conveyance ,labour and hire charges etc complete using hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post inground with CC etc complete | 1 | each | 2,962 ₹2,962 Lowest | 3,064.86 ₹3,064.86 | 3,064 ₹3,064 | 2,972.91 ₹2,972.91 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
30 Sept 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant engineer
AE LID and EW Puduuppariyaram GP puduppariyaram
Puduppariyaram GP 2025-26 Vallamkad Road Retarring
2025_LSGD_799545_20
02/2025-26/AE/LSGD/PPM
Open Tender
Civil Works - Roads
Item Wise
240 days
PUDUPARIYARAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,592
Yes
29 Nov 2025
22 Sept 2025
3 Oct 2025
22 Sept 2025
30 Sept 2025
22 Sept 2025
Amount
Civil Works
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 <br> 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.
OD274223/2025-2026:Filling up potholes (cut and formed to reguiar shapes and all loose and defective materials removed )after supplying a prime coat of hot bitumen using 36mm broken stone an compacting with power roller to get compact.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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 <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
OD274222/2025-2026:Supplying and providing readymade name board with all conveyance ,labour and hire charges etc complete using hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post inground with CC etc complete
SHAJAHAN M M (BID ID -2365540)
S.ANAND (BID ID -2366067)
H NOORUL HAMEED (BID ID -2365351)
Bidder Name
M.S.SUDHEERBABU
H NOORUL HAMEED
S.ANAND
SHAJAHAN M M
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