Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC CHELLIMARTHARA PANDARAKKULAM SC COLONY COMPREHENSIVE DEVELOPMENT THENKURISSI GRAMA PANCHAYAT THAROOR DIVISION PROJECT NO 145 24 COLONY SAMAGRA VIKASANAM PROJECT NO 145 24 GENERAL CIVIL WORK | PALAKKAD | KERALA | 672122 | ₹8.0 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Sreekumar C K L5 | MANOJ CM L4 | VISHNUDAS V L2 | ELDHOSE JOY L3 | NIKHIL. C .K L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00kulikadavu | ||||||||
| 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 | 59.15 | cum | 260 ₹15,379 | 249 ₹14,728.35 | 237.28 ₹14,035.11 | 244.49 ₹14,461.58 | 232.12 ₹13,729.90 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 10.14 | cum | 8,000 ₹81,120 | 7,694 ₹78,017.16 | 7,306.19 ₹74,084.77 | 7,528.31 ₹76,337.06 | 7,147.53 ₹72,475.95 |
| 1.00 | 4.1.3: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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.5 | cum | 9,300 ₹32,577.90 | 8,958 ₹31,379.87 | 8,506.33 ₹29,797.67 | 8,764.94 ₹30,703.58 | 8,321.61 ₹29,150.60 |
| 1.00 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 51.87 | cum | 8,400 ₹4.4 L | 8,113 ₹4.2 L | 7,703.77 ₹4.0 L | 7,937.98 ₹4.1 L | 7,536.48 ₹3.9 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 56.4 | sqm | 390 ₹21,996 | 374 ₹21,093.60 | 355.65 ₹20,058.66 | 366.47 ₹20,668.91 | 347.93 ₹19,623.25 |
| 2.00UPSTREAM SIDE RETAINING WALL | ||||||||
| 2.00 | OD512213/2025-2026:Dowel bars-Supplying and providing MS dowel bars of size 16mm dia,1.5m long 1.5 long (1m in rock and 0.50m in concrete) including drilling holes of of 25mm dia and filling the gap with cement grout(0.25kg/each)etc complete | 25 | each | 500 ₹12,500 | 474 ₹11,850 | 450.18 ₹11,254.50 | 463.87 ₹11,596.75 | 440.41 ₹11,010.25 |
| 2.00 | 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 | 7.84 | cum | 370 ₹2,900.80 | 348 ₹2,728.32 | 331.3 ₹2,597.39 | 341.37 ₹2,676.34 | 324.11 ₹2,541.02 |
| 2.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 50.4 | sqm | 390 ₹19,656 | 374 ₹18,849.60 | 355.65 ₹17,924.76 | 366.47 ₹18,470.09 | 347.93 ₹17,535.67 |
Tender Value
₹8.9 L
EMD Value
₹22,231
Closing Date
9 Mar 2026, 5:15 pmClosed
HARIDAS R
Office of the Assistant Engineer LID AND EW Secti
Pro No 361 2025 26 Construction of Pannamkode Kulikadav in vandazhy gp
2026_LSGD_842389_11
7 Tender 2025 26 AE LID EW VDY
Open Tender
Civil Works - Others
240 days
Office of the Assistant Engineer LID AND EW Secti
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,960
Yes
₹22,231
Yes
14 May 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
kulikadavu
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
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4.1.3: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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
UPSTREAM SIDE RETAINING WALL
OD512213/2025-2026:Dowel bars-Supplying and providing MS dowel bars of size 16mm dia,1.5m long 1.5 long (1m in rock and 0.50m in concrete) including drilling holes of of 25mm dia and filling the gap with cement grout(0.25kg/each)etc complete
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1421962.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 • 0.25 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.45 MB
361FOT.pdf
Tender Documents • 0.25 MB
361PA.pdf
Tender Documents • 0.25 MB
361AFFI.pdf
Tender Documents • 0.24 MB
361SBD.pdf
Tender Documents • 0.96 MB
BOQ_1421962.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid