Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.6 LAccepted-AOC KERALA KL | KANNUR | KERALA | 670511 | ₹7.6 L | 1 | Accepted-AOC agmnt executed |
| 2 | Rejected-Technical PULLION PRUSAYIL NEESAL PERINAD P O KOLLAM | - | - | Rejected-Technical L5 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 4 | Rejected-Technical KERALA KL | IDUKKI | KERALA | 685501 | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical KERALA KL | THRISSUR | KERALA | 680667 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ABHAYADEV. R L5 | ANZAR ABDUL AZEEZ L6 | BB CONSTRUCTIONS L4 | SALIM K L2 | NAJMA CONSTRUCTIONS L3 | ABDUL SALAM A L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00construction of compound wall | |||||||||
| 1.00 | 15.7.3:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar | 12.88 | cum | 852.44 ₹10,979.43 | 880.26 ₹11,337.75 | 880.26 ₹11,337.75 | 813.36 ₹10,476.08 | 814 ₹10,484.32 | 792.15 ₹10,202.89 |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 10.8 | cum | 2,461.67 ₹26,586.04 | 2,542 ₹27,453.60 | 2,542 ₹27,453.60 | 2,348.81 ₹25,367.15 | 2,351 ₹25,390.80 | 2,287.55 ₹24,705.54 |
| 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 | 9.78 | cum | 348.35 ₹3,406.86 | 359.72 ₹3,518.06 | 359.72 ₹3,518.06 | 332.38 ₹3,250.68 | 332 ₹3,246.96 | 323.06 ₹3,159.53 |
| 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) | 3.43 | cum | 7,682.21 ₹26,349.98 | 7,932.89 ₹27,209.81 | 7,932.89 ₹27,209.81 | 7,329.99 ₹25,141.87 | 7,337 ₹25,165.91 | 7,138.81 ₹24,486.12 |
| 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) | 44.1 | cum | 8,100.25 ₹3.6 L | 8,364.57 ₹3.7 L | 7,633.15 ₹3.4 L | 7,728.86 ₹3.4 L | 7,737 ₹3.4 L | 7,527.28 ₹3.3 L |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 73.5 | sqm | 976.68 ₹71,785.98 | 1,008.55 ₹74,128.43 | 1,008.55 ₹74,128.43 | 931.9 ₹68,494.65 | 932 ₹68,502 | 907.59 ₹66,707.87 |
| 1.01 | 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 | 882 | kilogram | 108.88 ₹96,032.16 | 112.43 ₹99,163.26 | 112.43 ₹99,163.26 | 103.89 ₹91,630.98 | 104 ₹91,728 | 101.18 ₹89,240.76 |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 12.24 | cum | 7,469.27 ₹91,423.86 | 7,713.54 ₹94,413.73 | 7,713.54 ₹94,413.73 | 7,127.31 ₹87,238.27 | 7,135 ₹87,332.40 | 6,941.41 ₹84,962.86 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 162.77 | sqm | 358.08 ₹58,284.68 | 369.76 ₹60,185.84 | 369.76 ₹60,185.84 | 341.66 ₹55,612 | 342 ₹55,667.34 | 332.75 ₹54,161.72 |
Tender Value
₹8.5 L
EMD Value
₹21,200
Closing Date
10 Mar 2026, 5:00 pmClosed
Assistant Engineer
OFFICE OF THE EXECUTIVE ENGINEER, LID EW DIVISION KOLLAM JILLA PANCHAYATH, KOLLAM
987- Construction of compound wall for Pallimon Govt HSS
2026_LSGD_841440_28
14/DEE/LIDEW/KLM/25-26
Open Tender
Civil Works - Buildings
120 days
Kollam
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,200
Yes
3 Jun 2026
27 Feb 2026
12 Mar 2026
27 Feb 2026
10 Mar 2026
27 Feb 2026
construction of compound wall
15.7.3:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
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
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)
4.1.6: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)
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1419365.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 • 0.85 MB
BOQ_1419365.xls
BOQ • 0.30 MB
viewsbd.pdf
Tender Documents • 1.96 MB
Download all tender documents and submit your bid