Loading
Loading…
Loading…
| Sl No | Description | Qty | Unit | ANAS N A L1 | K M ALI L2 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 22.39 | cum | 441.5 ₹9,883.42 Lowest | 441.5 ₹9,883.42 Lowest |
| 1.00 | OD75202/2026-2027:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3 | 125.5 | metre | 4,807.59 ₹6,03,352.55 Lowest | 5,000 ₹6,27,500 |
| 1.00 | OD80270/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 23.44 | cum | 4,160.22 ₹97,507.24 Lowest | 4,160.22 ₹97,507.24 Lowest |
| 1.00 | 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) | 3.12 | cum | 9,186.73 ₹28,644.22 Lowest | 9,186.73 ₹28,644.22 Lowest |
| 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 | 11.16 | cum | 3,337.88 ₹37,250.74 Lowest | 3,337.88 ₹37,250.74 Lowest |
| 1.01 | OD85272/2026-2027:Providing and laying Departmental interlocking concrete block using 80mm M40 blocks of approved size,design,and shape laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness .Complete as per the direction of engineer in charge. | 72 | sqm | 295.18 ₹21,252.96 Lowest | 295.18 ₹21,252.96 Lowest |
| 1.01 | OD87053/2026-2027:NEW OD Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in charge | 55.2 | sqm | 1,188.21 ₹65,589.19 Lowest | 1,188.21 ₹65,589.19 Lowest |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 540 | sqm | 363.85 ₹1,96,479 Lowest | 363.85 ₹1,96,479 Lowest |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 540 | sqm | 24.09 ₹13,008.6 Lowest | 24.09 ₹13,008.6 Lowest |
Tender Value
₹11.1 L
EMD Value
₹27,687
Closing Date
25 Sept 2026, 10:15 amClosed
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer, LSGD SUB DIVISION, South Vazhakulam PO 683105
VBP -157/26-27 Periyar valley main canal side protection-Keezhmadu Grama Panchayath Ward 18 Divsion 1
2026_LSGD_869546_1
03/2026-27/AE/LSGD/VKLM
Open Tender
Civil Works - Others
Item Rate
180 days
VAZHAKKULAM BLOCK PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹27,687
Yes
1 Oct 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 22.39 | cum | - | - |
| 1.002 | OD75202/2026-2027:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3 | 125.5 | metre | - | - |
| 1.003 | OD80270/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 23.44 | cum | - | - |
| 1.004 | 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) | 3.12 | cum | - | - |
| 1.005 | 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 | 11.16 | cum | - | - |
| 1.006 | OD85272/2026-2027:Providing and laying Departmental interlocking concrete block using 80mm M40 blocks of approved size,design,and shape laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness .Complete as per the direction of engineer in charge. | 72 | sqm | - | - |
| 1.007 | OD87053/2026-2027:NEW OD Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer in charge | 55.2 | sqm | - | - |
| 1.008 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 540 | sqm | - | - |
| 1.009 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 540 | sqm | - | - |
stage.html
html • 0.02 MB
finance_1473428.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 • 0.05 MB
Tendernotice_2.pdf
PDF • 0.04 MB
Tendernotice_3.pdf
PDF • 0.03 MB
BOQ_1473428.xls
BOQ • 0.31 MB
pa.pdf
Tender Documents • 0.07 MB
viewsbd.pdf
Tender Documents • 1.68 MB
fot.pdf
Tender Documents • 0.02 MB
affi.pdf
Tender Documents • 0.06 MB
timeextension.pdf
PDF • 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 .