Loading
Loading…
Loading…
| Sl No | Description | Qty | Unit | VIPIN P L L2 | BABU L1 |
|---|---|---|---|---|---|
| 1.00Vikas bhavan | |||||
| 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 | 1.96 | cum | 362 ₹708.8 | 359.72 ₹704.33 Lowest |
| 1.00 | OD479360/2025-2026:DRY RUBBLE MASONRY_Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all material labour charges etc. complete as per direction of Departmental officers at site | 1.96 | cum | 4,001 ₹7,833.96 | 3,993.46 ₹7,819.19 Lowest |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1.47 | cum | 8,350 ₹12,257.8 | 8,343.49 ₹12,248.24 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 8.1 | sqm | 770 ₹6,233.92 | 762.88 ₹6,176.28 Lowest |
| 1.00 | 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) | 0.6 | cum | 10,500 ₹6,279 | 10,488.77 ₹6,272.28 Lowest |
| 1.01 | 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. | 1.91 | cum | 320 ₹612.16 | 318.47 ₹609.23 Lowest |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 4.56 | cum | 7,282 ₹33,191.36 | 7,279.03 ₹33,177.82 Lowest |
| 1.01 | OD479464/2025-2026:Supplying and fixing pressed steel door of standard pattern with as per profile of IS:4351 of section 105*60mm using 18G(1.2mm thick CRCA) sheet and shutters made of section75*30mm of outer styles and horizontal members and then inserted with enclosed and stiffened sheet 26CR asper the specification with zinc chromate primer including all charges of fittings, conveyance etc, complete steel door of zize 120*210 cms | 4.2 | sqm | 5,520 ₹23,184 | 5,518.04 ₹23,175.77 Lowest |
| 1.01 | OD479519/2025-2026:Supplying and fixing pressed steel windows and ventilators of standard pattern with frames with glazed shutters 4 mm thick plane glass as per profile of sections 82*62mm, 12mm dia, rod at 10 cm c/c,25*5mm flat 6 numbers with 75mm M.S hinges, 50mm M.S hook, 125 mm M.S stay and handle for horizontal members and then inserted with Aluminium beadings.( data derived for 150x150 cms three panelled) | 3.75 | sqm | 6,290 ₹23,587.5 | 6,283.44 ₹23,562.9 Lowest |
Tender Value
₹2.9 L
EMD Value
₹7,184
Closing Date
1 Jun 2026, 4:00 pmClosed
Assistant Enginner LID and EW , Kattakampal G P
Assistant Enginner LID and EW , Kattakampal G P, 680544
Vikas Bhavan Improvements-S0 138/26-
2026_LSGD_852295_1
Vikas Bhavan Improvements-
Open Tender
Civil Works - Buildings
Item Rate
240 days
Kattakampal Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹635
Yes
₹7,184
Yes
8 Jul 2026
23 May 2026
3 Jun 2026
23 May 2026
1 Jun 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Vikas bhavan | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | OD479360/2025-2026:DRY RUBBLE MASONRY_Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all material labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.003 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.004 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | 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. | - | cum | - | - |
| 1.007 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1 | cum | - | - |
| 1.008 | OD479464/2025-2026:Supplying and fixing pressed steel door of standard pattern with as per profile of IS:4351 of section 105*60mm using 18G(1.2mm thick CRCA) sheet and shutters made of section75*30mm of outer styles and horizontal members and then inserted with enclosed and stiffened sheet 26CR asper the specification with zinc chromate primer including all charges of fittings, conveyance etc, complete steel door of zize 120*210 cms | - | sqm | - | - |
| 1.009 | OD479519/2025-2026:Supplying and fixing pressed steel windows and ventilators of standard pattern with frames with glazed shutters 4 mm thick plane glass as per profile of sections 82*62mm, 12mm dia, rod at 10 cm c/c,25*5mm flat 6 numbers with 75mm M.S hinges, 50mm M.S hook, 125 mm M.S stay and handle for horizontal members and then inserted with Aluminium beadings.( data derived for 150x150 cms three panelled) | - | sqm | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1440113.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 • 0.25 MB
pa.pdf
Tender Documents • 0.26 MB
tenderfom.pdf
Tender Documents • 0.25 MB
viewnit.pdf
Tender Documents • 0.03 MB
viewsbd.pdf
Tender Documents • 1.73 MB
BOQ_1440113.xls
BOQ • 0.32 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 .