Loading…
Loading…
| Sl No | Description | Qty | Unit | K M ALI L1 | ANAS N A L2 |
|---|---|---|---|---|---|
| 1.00Pond rennovation | |||||
| 1.00 | OD273937/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set
including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of
staff etc complete | 64 | hour | 455.83 ₹29,173.12 Lowest | 464.95 ₹29,756.8 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 150 | cum | 257.63 ₹38,644.5 Lowest | 262.78 ₹39,417 |
| 1.00 | OD273940/2025-2026:Dismantling DR- Dismantling, clearing away and carefully stacking materials used for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m | 15 | cum | 757.52 ₹11,362.8 Lowest | 772.67 ₹11,590.05 |
| 1.00 | 2.8.1: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 | 18.84 | cum | 359.72 ₹6,777.12 Lowest | 366.91 ₹6,912.58 |
| 1.00 | OD274251/2025-2026:
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 | 55.86 | cum | 3,993.46 ₹2,23,074.68 Lowest | 4,073.33 ₹2,27,536.21 |
| 1.01 | OD273938/2025-2026:Providing and laying in position cement concrete of specified grade excluding the cost of
centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4
graded stone aggregate 20 mm nominal size) excluding needle vibrator | 6.14 | cum | 9,194.85 ₹56,437.99 Lowest | 9,378.75 ₹57,566.77 |
| 1.01 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1,232 | kilogram | 116.69 ₹1,43,762.08 Lowest | 119.02 ₹1,46,632.64 |
| 1.01 | 16.70.1:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm | 160 | sqm | 1,077.81 ₹1,72,449.6 Lowest | 1,099.37 ₹1,75,899.2 |
| 1.01 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 246.4 | sqm | 164.86 ₹40,621.5 Lowest | 168.16 ₹41,434.62 |
Tender Value
₹8.4 L
EMD Value
₹21,112
Closing Date
4 Oct 2025, 5:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer, LSGD SUB DIVISION, South Vazhakulam PO 683105
VBP 149/2025-26 Cheepungal Pond Rennovation-Edathala GP Ward 20
2025_LSGD_800907_1
04/2025-26/AE/LSGD/VKLM
Open Tender
Civil Works - Others
Item Rate
180 days
VAZHAKKULAM BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,865
Yes
₹21,112
Yes
17 Feb 2026
23 Sept 2025
6 Oct 2025
23 Sept 2025
4 Oct 2025
23 Sept 2025
Amount
Pond rennovation
OD273937/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
OD273940/2025-2026:Dismantling DR- Dismantling, clearing away and carefully stacking materials used for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m
2.8.1: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
OD274251/2025-2026: 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
OD273938/2025-2026:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) excluding needle vibrator
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
16.70.1:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
OD274672/2025-2026:Providing name board of average size 90x60 cm fixing with 50 mm GI pipe post including bottom concreting painting , lettering etc complete - as detailed below. Earth work excavation in all class of soil PCC 1:4:8 10 cm thick bottom pestel of size 30x30x45 cm with CC 1:2:4, 50 mm GI pipe as main post of average length 145 cm support strut with 25 mm GI pipe 2 nos 50 cm , 1mm thick MS sheet board of frame with 40 x40x6mm angle iron and 3 mm thick MS gusset plates at Junctions , over all painting with synthetic enamel paint and lettering with synthetic enamel paint.
ANAS N A (BID ID -2373280)
Bidder Name
ANAS N A
K M ALI
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1329267.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
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 .