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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₹7.6 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹7.9 L+₹29,652 (3.88%)Rejected-AOC | L2 | Rejected-AOC Higher Rate | |
| 3 | L3₹8.0 L+₹32,173 (4.21%)Rejected-Finance KIZHIPARAMBA MALAPPURAM PIN 673639 | MALAPPURAM | MALAPPURAM | KERALA | 673639 | L3 | Rejected-Finance Higher Rate | |
| 4 | L4₹9.1 L+₹1.4 L (18.7%)Rejected-Finance | L4 | Rejected-Finance Higher Rate | |
| 5 | L5Rejected-Finance KERALA KL | ERNAKULAM | KERALA | 680667 | L5 | Rejected-Finance No Ducuments |
| Sl No | Description | Qty | Unit | VAZHAYOOR LABOUR CONTRACT CO OPERATIVE SOCITY LTD | P. SADDAD L2 | TEC INDIA DEVELOPERS L1 | JASID M E L3 | PRIYA LABOUR CONTRACT CO-OPERATIVE SOCIETY LIMITED L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00tarring | ||||||||
| 1.00 | OD370571/2025-2026:Filling with contractors own earth (excluding rock)in open areas in layers not exeeding 20 cm in
deapth ,consolidated layer by ramming and watering ,lead up to 50m and lift up to 1.50m as per
direction of site Engineer -in -charge. | 31.85 | cum | - | 417.6 ₹13,300.56 Lowest | 445 ₹14,173.25 | 418.9 ₹13,341.97 | 500 ₹15,925 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 346 | sqm | - | 13.8 ₹4,774.8 Lowest | 14.7 ₹5,086.2 | 13.8 ₹4,774.8 Lowest | 15 ₹5,190 |
| 1.00 | 4.1.A.1: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 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. (i) For Grading I Material | 69.2 | cum | - | 2,883.2 ₹1,99,517.44 | 2,800 ₹1,93,760 Lowest | 2,892.7 ₹2,00,174.84 | 3,500 ₹2,42,200 |
| 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 | 103.8 | cum | - | 3,232.6 ₹3,35,543.88 | 2,850 ₹2,95,830 Lowest | 3,243.2 ₹3,36,644.16 | 3,500 ₹3,63,300 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity 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 | 692 | sqm | - | 71.8 ₹49,685.6 Lowest | 76.67 ₹53,055.64 | 72 ₹49,824 | 80 ₹55,360 |
| 1.01 | 5.2.3a:Tack Coat 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. | 692 | sqm | - | 15.5 ₹10,726 Lowest | 16.53 ₹11,438.76 | 15.53 ₹10,746.76 | 20 ₹13,840 |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 692 | sqm | - | 256 ₹1,77,152 Lowest | 273 ₹1,88,916 | 256.8 ₹1,77,705.6 | 300 ₹2,07,600 |
| 1.01 | OD370589/2025-2026:Providing and fixing Granite of any colour and shade for Name board, of required size laid over
base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all,
levels, including lettering &amp; fixing | 1 | each | - | 2,712.2 ₹2,712.2 | 1,500 ₹1,500 Lowest | 2,721.2 ₹2,721.2 | 3,000 ₹3,000 |
Tender Value
Refer Docs
EMD Value
₹21,169
Closing Date
13 Mar 2026, 3:45 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
O/O Asst Exe Engineer LID EW Subdivision Kondotty
Annual Plan-Kondotty BP-2025-26-Karad Valiyittilthazham road Vazhayoor GP-P.No-174
2026_LSGD_843300_1
08/2026/AE/LID EW/KTY
Open Tender
Civil Works - Roads
Item Rate
180 days
LID EW Subdivision, Kondotty
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,169
Yes
7 Oct 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1tarring | |||||
| 1.001 | OD370571/2025-2026:Filling with contractors own earth (excluding rock)in open areas in layers not exeeding 20 cm in
deapth ,consolidated layer by ramming and watering ,lead up to 50m and lift up to 1.50m as per
direction of site Engineer -in -charge. | 31.85 | cum | - | - |
| 1.002 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 346 | sqm | - | - |
| 1.003 | 4.1.A.1: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 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. (i) For Grading I Material | 69.2 | cum | - | - |
| 1.004 | 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 | 103.8 | cum | - | - |
| 1.005 | 5.1.1a:Prime Coat :- Low porosity 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 | 692 | sqm | - | - |
| 1.006 | 5.2.3a:Tack Coat 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. | 692 | sqm | - | - |
| 1.007 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 692 | sqm | - | - |
| 1.008 | OD370589/2025-2026:Providing and fixing Granite of any colour and shade for Name board, of required size laid over
base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all,
levels, including lettering &amp; fixing | 1 | each | - | - |
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