Loading
Loading…
Loading…
Tender ID
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₹12.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹12.9 L+₹18,477.58 (1.45%)Admitted-Fee/PreQual/Technical/Finance KANJIPATTA HOUSE MAMPAD P O BEEMBUNGAL PIN 676542 | MAMPAD | MALAPPURAM | KERALA | 676542 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹13.8 L+₹1.0 L (8.15%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹14.2 L+₹1.4 L (11.3%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹14.7 L+₹2.0 L (15.4%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | mohammed shakeel L1 | ABDUL JABBAR M L4 | ABDUL NOUFAL T K L5 | MANZOOR BABU L6 | MOHAMMED SHAMEER K. L3 | kanjipatta L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Retarring | |||||||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 196.71 | sqm | 337.26 ₹66,342.41 | 344.14 ₹67,695.78 | 331.75 ₹65,258.54 | 350 ₹68,848.5 | 313.17 ₹61,603.67 | 291 ₹57,242.61 Lowest |
| 1.00 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,250.2 | sqm | 20.61 ₹25,766.62 | 21.03 ₹26,291.71 | 20.27 ₹25,341.55 | 25 ₹31,255 | 19.14 ₹23,928.83 | 17.7 ₹22,128.54 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 1,250.2 | sqm | 329.83 ₹4,12,353.47 | 336.5 ₹4,20,692.3 | 324.44 ₹4,05,614.89 | 335.2 ₹4,19,067.04 | 306.27 ₹3,82,898.75 | 285 ₹3,56,307 Lowest |
| 2.00Irish Drain | |||||||||
| 2.00 | OD204848/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 458 | sqm | 25.31 ₹11,591.98 Lowest | 28.67 ₹13,130.86 | 32.54 ₹14,903.32 | 35.65 ₹16,327.7 | 30.38 ₹13,914.04 | 27 ₹12,366 |
| 2.00 | OD204846/2026-2027:(OD From 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 | 45.8 | cum | 2,276.18 ₹1,04,249.04 Lowest | 2,578.14 ₹1,18,078.81 | 2,925.64 ₹1,33,994.31 | 3,250.2 ₹1,48,859.16 | 2,731.41 ₹1,25,098.58 | 2,579 ₹1,18,118.2 |
| 2.00 | OD204847/2026-2027: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) | 54.96 | cum | 6,334.97 ₹3,48,169.95 Lowest | 7,175.4 ₹3,94,359.98 | 8,142.54 ₹4,47,514 | 8,145.2 ₹4,47,660.19 | 7,601.96 ₹4,17,803.72 | 7,179 ₹3,94,557.84 |
| 3.00Construction of CC Drain | |||||||||
| 3.00 | OD205308/2026-2027:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil (OD from DAR 2.8.1)
Details of cost for 10 cum. | 49.39 | cum | 268.49 ₹13,261.8 Lowest | 331.96 ₹16,396.83 | 331.83 ₹16,390.41 | 336.2 ₹16,606.26 | 309.8 ₹15,302.26 | 291 ₹14,373.65 |
Tender Value
₹15.3 L
EMD Value
₹38,130
Closing Date
2 Nov 2026, 6:55 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP (2026-27), Project No 1218-27 -Improvements for Ossanpalam padi Mariyad road at Anakkayam-General Civil Work
2026_LSGD_881836_28
DB1/TN/AEE/24/26-27
Open Tender
Civil Works - Roads
Item Rate
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹38,130
Yes
5 Nov 2026
26 Oct 2026
4 Nov 2026
26 Oct 2026
2 Nov 2026
26 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Retarring | |||||
| 1.001 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 196.71 | sqm | - | - |
| 1.002 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,250.2 | sqm | - | - |
| 1.003 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 1,250.2 | sqm | - | - |
| 2Irish Drain | |||||
| 2.001 | OD204848/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 458 | sqm | - | - |
| 2.002 | OD204846/2026-2027:(OD From 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 | 45.8 | cum | - | - |
| 2.003 | OD204847/2026-2027: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) | 54.96 | cum | - | - |
| 3Construction of CC Drain | |||||
| 3.001 | OD205308/2026-2027:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil (OD from DAR 2.8.1)
Details of cost for 10 cum. | 49.39 | cum | - | - |
stage.html
html • 0.03 MB
finance_1502573.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.11 MB
BOQ_1502573.xls
BOQ • 0.31 MB
PRELIMINARY AGREEMENT.pdf
Tender Documents • 0.15 MB
E-PAYMENT.pdf
Tender Documents • 0.01 MB
FORM OF TENDER.pdf
Tender Documents • 0.18 MB
INTEGRITY PACT.pdf
Tender Documents • 0.05 MB
AFFIDAVIT.pdf
Tender Documents • 0.35 MB
28NIT.pdf
Tender Documents • 0.03 MB
28SBD.pdf
Tender Documents • 2.87 MB
28.pdf
Tender Documents • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .