Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance R O JIB PANCHAYAT UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹11.5 L (10.4%)Admitted-Finance | ₹1.2 Cr+₹11.5 L (10.4%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹12.5 L (11.4%)Admitted-Finance | ₹1.2 Cr+₹12.5 L (11.4%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹12.5 L (11.4%)Admitted-Finance | ₹1.2 Cr+₹12.5 L (11.4%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified as per Comparative Chart |
| Sl No | Description | Qty | Unit | balraj sharma Govt Contractor L1 | JAGDISH CHANDER SHARMA L2 | SUNIL KUMAR L3 | ABROL CONSTRUCTION COMPANY L4 |
|---|---|---|---|---|---|---|---|
| 0.00Part 'A'- Retaining Walls | |||||||
| 1.00 | Dismantling of cement Concrete manually by mechanical means including disposal of material within 50 meters lead: 1:3:6 or richer mix. | 620 | Cum | - | - | - | - |
| 2.00 | Earth work in excavation by manual means in trench for foundations, drains pipes ,cables etc. (not exceeding 1.5m in width) and for shaft, wells ,cesspits and the like not exceeding 10 Sqm on plan, depth up to 1.5 including disposal of excavated earth upto 1m from cutting edge, in all kinds of soil & disposed earth to be leveled an neatly dressed. | 400 | Cum | - | - | - | - |
| 3.00 | Providing and laying in position in cement concrete of specified grade excluding the cost of centering and shuttering in 1:4:8 (1 Cement : 4 Course sand: 8 grade stone aggregate 40 mm nominal size) | 60 | Cum | - | - | - | - |
| 4.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, butteresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills,sunken floors fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing: 1 3 6 (1 cement 3 coarse sand 6 gradea stone aggregate 20mm nommal Size. Crushed | 960 | Cum | - | - | - | - |
| 5.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m | 500 | Cum | - | - | - | - |
| 6.00 | Centering and shuttering including strutting~ propping etc and removal of form work for Retatning walls. return walls. walls (any thickness) including attached pilasters. buttresses. plinth and strmg courses fillets etc. | 2,000 | Sqm | - | - | - | - |
| 7.00Carriage of material by Mechanical Transport including loading, unloading and stacking to site of work. | |||||||
| 7.10 | Sand by avg. lead 15Km | 460 | Cum | - | - | - | - |
| 7.20 | Stone agg (avg. lead 16Km) | 920 | Cum | - | - | - | - |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
20 May 2020, 6:00 pmClosed
Executive Engineer
SMDA Mansar
Construction of Retaining Wall in stretches and Fixing of tile along the periphery of Surinsar Lake at Surinsar under PMDP Contract No 01
2020_Tourm_96453_1
eNIT 01 of 2020-21
Open Tender
Civil Works
Item Rate
180 days
Surinsar
refer NIT and SBD
3 documents required · 3 mandatory
₹1,500
Accounts Officer SMDA
₹2.9 L
3 Jun 2020
5 May 2020
21 May 2020
5 May 2020
20 May 2020
5 May 2020
Amount
Part 'A'- Retaining Walls
Dismantling of cement Concrete manually by mechanical means including disposal of material within 50 meters lead: 1:3:6 or richer mix.
Earth work in excavation by manual means in trench for foundations, drains pipes ,cables etc. (not exceeding 1.5m in width) and for shaft, wells ,cesspits and the like not exceeding 10 Sqm on plan, depth up to 1.5 including disposal of excavated earth upto 1m from cutting edge, in all kinds of soil & disposed earth to be leveled an neatly dressed.
Providing and laying in position in cement concrete of specified grade excluding the cost of centering and shuttering in 1:4:8 (1 Cement : 4 Course sand: 8 grade stone aggregate 40 mm nominal size)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, butteresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills,sunken floors fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing: 1 3 6 (1 cement 3 coarse sand 6 gradea stone aggregate 20mm nommal Size. Crushed
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m
Centering and shuttering including strutting~ propping etc and removal of form work for Retatning walls. return walls. walls (any thickness) including attached pilasters. buttresses. plinth and strmg courses fillets etc.
Carriage of material by Mechanical Transport including loading, unloading and stacking to site of work.
Sand by avg. lead 15Km
Stone agg (avg. lead 16Km)
Disposal of Malba/Earth (avg. lead 7Km)
Carriage of material by H.L 300mt
Part 'B'- Tiled Pathways
Dismantling of old tile work in floor and roofs laid in cement mortar incl. stacking materials within 50mt lead for thickness of tile 10mm to 25mm
Providing and laying in position in cement concrete of specified grade excluding the cost of centering and shuttering in 1:4:8 (1 Cement : 4 Course sand: 8 grade stone aggregate 40 mm nominal size)
Providing and laying damp-proof course 5Crnm thick with cement concrete 1:2:4 (1 cement : 2 course sand 4 graded stone aggregate 20mm nominal size) Crushed.
P/L 75mm thick cement concrete tile interlocking paver block of M-30 grade confirming to IS:15658 made by block making machine with colour and pattern over 50mm thick compacted bed of course sand ,filling joins with course sand ,filling joints wit arse sand complete job.
Providing and fixing of steel work in built up sections for passage of turtle for laying of eggs (breeding area) a) Angle 50x50x6 b) Flat 40x6mm
Carriage of material by Mechanical Transport including loading, unloading and stacking to site of work.
Sand by avg. lead 15Km
Stone agg(avg. lead 16Km)
Carriage of material by H.L 300mt
JAGDISH CHANDER SHARMA
SUNIL KUMAR
ABROL CONSTRUCTION COMPANY
stage.html
html • 0.04 MB
tech_eval.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 • 0.38 MB
Tendernotice_2.pdf
PDF • 1.12 MB
BOQ_182819.xls
BOQ • 0.26 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 .