Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-Finance | ₹4.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹4.7 L+₹27,447.49 (6.27%)Accepted-Finance | ₹4.7 L+₹27,447.49 (6.27%) | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ABDUL AZEEZ EK L1 | MOIDEENKUTTY URPATTIL L2 | MOHAMMED ANAS ELLIKKAL L3 |
|---|---|---|---|---|---|---|
| 1.00Road Maintanance | ||||||
| 1.00 | OD38938/2026-2027: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 | 411.5 | per sqm | 30 ₹12,345 Lowest | 33.75 ₹13,888.13 | 33 ₹13,579.5 |
| 1.00 | OD29357/2026-2027: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, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 41.15 | cum | 2,455 ₹1,01,023.25 Lowest | 2,670 ₹1,09,870.5 | 3,034 ₹1,24,849.1 |
| 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 | 52.2 | cum | 2,759 ₹1,44,019.8 Lowest | 3,030 ₹1,58,166 | 3,345 ₹1,74,609 |
| 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 | 348 | sqm | 79 ₹27,492 Lowest | 79.88 ₹27,798.24 | 80 ₹27,840 |
| 1.00 | 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. | 348 | sqm | 16 ₹5,568 Lowest | 16.87 ₹5,870.76 | 16 ₹5,568 Lowest |
| 1.01 | 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) | 348 | sqm | 278 ₹96,744 Lowest | 278.95 ₹97,074.6 | 278 ₹96,744 Lowest |
| 1.01 | OD29358/2026-2027: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) | 6.35 | cum | 7,500 ₹47,625 Lowest | 7,700 ₹48,895 | 8,400 ₹53,340 |
| 1.01 | OD39009/2026-2027:Providing and fixing granite name board of any colour and shade of
required size laid over base of cement mortar 1:4 including cost,conveyance and labour charges
for fixing
etc. as per direction of departmental officers in charge | 1 | each | 2,900 ₹2,900 Lowest | 3,601.31 ₹3,601.31 | 3,000 ₹3,000 |
Tender Value
₹5.1 L
EMD Value
₹12,671
Closing Date
7 Aug 2026, 6:00 pmClosed
Assistant Engineer
O/o The Assistant Engineer LSGD Section Moonniyur GP
Kurukanthadam Athikulam road in Moonniyur GP
2026_LSGD_862775_25
AE/LSGD/Mnr/02/2026-27
Open Tender
Civil Works - Roads
Item Rate
Moonniyur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
₹12,671
28 Aug 2026
31 Jul 2026
10 Aug 2026
31 Jul 2026
7 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintanance | |||||
| 1.001 | OD38938/2026-2027: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 | - | per sqm | - | - |
| 1.002 | OD29357/2026-2027: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, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 1 | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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 | - | sqm | - | - |
| 1.005 | 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. | - | sqm | - | - |
| 1.006 | 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) | - | sqm | - | - |
| 1.007 | OD29358/2026-2027: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) | 1 | cum | - | - |
| 1.008 | OD39009/2026-2027:Providing and fixing granite name board of any colour and shade of
required size laid over base of cement mortar 1:4 including cost,conveyance and labour charges
for fixing
etc. as per direction of departmental officers in charge | - | each | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1459382.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.28 MB
KurukanthadamSBD.pdf
Tender Documents • 0.86 MB
KurukanthadamFOT.pdf
Other Document • 0.01 MB
KurukanthadamFEE.pdf
Other Document • 0.02 MB
KurukanthadamAffidavit.pdf
Other Document • 0.03 MB
KurukanthadamPreliminary.pdf
Tender Documents • 0.05 MB
BOQ_1459382.xls
BOQ • 0.30 MB
epay.pdf
Additional Documents • 0.05 MB
IPact.pdf
Additional Documents • 0.05 MB
generalestpdfview.pdf
Additional Documents • 0.03 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 .