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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₹8.1 LAccepted-AOC | l1 | Accepted-AOC L1 | |
| 2 | l2₹8.7 L+₹57,828.55 (7.10%)Rejected-AOC | l2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical l6 | |
| 4 | Rejected-Technical | - | Rejected-Technical l5 | |
| 5 | Rejected-Technical | - | Rejected-Technical l4 |
| Sl No | Description | Qty | Unit | G. HARIKUMAR L6 | SHINE P L3 | GOPALAKRISHNA PILLAI L5 | SHEREEF A L2 | HARIPAD LABOUR CONTRACT COPERATIVE SOCIETY LTD NO A 1253 L4 | shiyad h L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Renovation | |||||||||
| 1.00 | OD197201/2025-2026: Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller. | 720 | sqm | 7.96 ₹5,731.2 | 7.5 ₹5,400 | 7.8 ₹5,616 | 7.64 ₹5,500.8 | 7 ₹5,040 Lowest | 7.14 ₹5,140.8 |
| 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 | 108 | cum | 3,825.65 ₹4,13,170.2 | 3,650 ₹3,94,200 | 3,750.64 ₹4,05,069.12 | 3,675.63 ₹3,96,968.04 | 3,750 ₹4,05,000 | 3,431.84 ₹3,70,638.72 Lowest |
| 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 | 720 | sqm | 81.98 ₹59,025.6 | 80 ₹57,600 | 80.37 ₹57,866.4 | 78.76 ₹56,707.2 | 80 ₹57,600 | 73.54 ₹52,948.8 Lowest |
| 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. | 720 | sqm | 19.28 ₹13,881.6 | 20 ₹14,400 | 18.9 ₹13,608 | 18.52 ₹13,334.4 | 18 ₹12,960 | 17.29 ₹12,448.8 Lowest |
| 1.00 | 75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65) | 720 | sqm | 236.13 ₹1,70,013.6 | 220 ₹1,58,400 | 231.5 ₹1,66,680 | 226.87 ₹1,63,346.4 | 231 ₹1,66,320 | 211.82 ₹1,52,510.4 Lowest |
| 1.01 | 75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65) | 720 | sqm | 99.43 ₹71,589.6 | 97 ₹69,840 | 97.48 ₹70,185.6 | 95.53 ₹68,781.6 | 97 ₹69,840 | 89.19 ₹64,216.8 Lowest |
| 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) | 3.98 | cum | 9,755.03 ₹38,805.51 | 9,700 ₹38,586.6 | 9,563.75 ₹38,044.6 | 9,372.48 ₹37,283.73 | 9,563 ₹38,041.61 | 8,750.83 ₹34,810.8 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 14.44 | cum | 9,370.46 ₹1,35,290.7 | 9,700 ₹1,40,048.6 | 9,186.73 ₹1,32,638.01 | 9,003 ₹1,29,985.31 | 9,186 ₹1,32,627.47 | 8,405.86 ₹1,21,363.81 Lowest |
Tender Value
₹8.9 L
EMD Value
₹22,243
Closing Date
11 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Hema S
LID EW AE Office Thrikkunnapuzha GP
TGP 71/26 E-Tender Improvements of K V Jetty Road in Ward 15
2025_LSGD_792826_1
08/2026/AE/LIDEW/TKPZA
Open Tender
Civil Works - Roads
Item Rate
180 days
Thrikkunnapuzha GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,965
Yes
₹22,243
Yes
13 Oct 2025
30 Aug 2025
12 Sept 2025
30 Aug 2025
11 Sept 2025
30 Aug 2025
Amount
Road Renovation
OD197201/2025-2026: Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller.
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.
75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
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)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
SHEREEF A (BID ID -2329758)
SHINE P (BID ID -2335038)
HARIPAD LABOUR CONTRACT COPERATIVE SOCIETY LTD NO A 1253 (BID ID -2335246)
GOPALAKRISHNA PILLAI (BID ID -2335152)
G. HARIKUMAR (BID ID -2330504)
Bidder Name
G. HARIKUMAR
SHINE P
GOPALAKRISHNA PILLAI
shiyad h
SHEREEF A
HARIPAD LABOUR CONTRACT COPERATIVE SOCIETY LTD NO A 1253
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