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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 Cr+₹25.0 L (15.2%)Admitted-Finance | ₹1.9 Cr+₹25.0 L (15.2%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical REJECTED AS COMPLETION CERTIFICATE DETAIL OF ONGOING WORKS NOT UPLOADED. |
| 4 | Rejected-Technical | - | - | Rejected-Technical REJECTED DETAIL OF ONGOING WORKS NOT UPLOADE |
| 5 | Rejected-Technical | - | - | Rejected-Technical REJECTED AS TURN OVER,COMPELTION CERTIFICATE AND ONGOING DETAILS IS NOT UPLOADED |
| Sl No | Description | Qty | Unit | M/s Chhatter Singh Contractor L1 | M/s Ghulam Rasool and Sons L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by Mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm. On plan) incl. disposal of excavated earth, lead upto 50mtr and lift upto 1.5mtr, disposed earth to be levelled and neatly dressed :- All kind of soil @70% | 35,500 | cum | - | - |
| 2.00 | Ordinary Rock @25% | 12,675 | cum | - | - |
| 3.00 | Hard rock (Blasting Prohibited) @5% | 2,535 | cum | - | - |
| 4.00 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5mtr. width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth upto 1.5mtr.incl.disposal of excavated earth upto 1mtr.from cutting edge, disposed earth is be levelled and neatly dressed in :- All kinds of soil. @ 75% | 1,525 | Cum | - | - |
| 5.00 | Ordinary Rock @ 25% | 545 | Cum | - | - |
| 6.00 | Hard rock (Blasting Prohibited) @ 05% | 110 | Cum | - | - |
| 7.00 | Providing and Laying in position Cement concrete of specified grade excluding the cost of centring and shuttering, all work up to plinth level 1:5:10(1cement:5 coarse sand: 10 graded Nallah stone agg. 40mm nominal size) | 250 | Cum | - | - |
| 8.00 | Providing and Laying in position Cement concrete of specified grade excluding the cost of centring and shuttering, all work up to plinth level 1:3:6(1cement:3 coarse sand: 6 graded Crushed stone agg. 40mm nominal size) (Nallah)with 20 % boulders | 110 | Cum | - | - |
| 9.00 | Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters , columns , piers , posts, struts butteresses , string or laces , courses , parapets , coping , bed blocks , anchorblocks , plain window sills ,sunken,floors , fillets etc. upto floor five level , excluding the cost of centring , shuttering and finishing. 1:3:6 with 20% boulders.( 1 cement :3coarse sand :6 graded Crushed stone aggregate 20 mm nominal size) | 275 | Cum | - | - |
| 10.00 | Providin.9 and laying in position specified grade of
reinforced cement concrete excluding the cost of
centenng. shuttering, finishing and reinforcement-All
work upto plinth level in 1.1.5:3 (1 cement : 1.5 coarse sand : 3
graded crushed stone aggregate 20mm nominal
size) | 4 | Cum | - | - |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
9 Jan 2020, 4:00 pmClosed
SE
SE PWD Circle Udhampur
BOQ
2020_PWDJK_89604_1
Fresh e-nit 26 of 2019-20 dated 01-01-2020
Open Tender
Civil Works
Item Rate
540 days
Mahore
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
Yes
Superintending Engineer PWD Udhampur
₹4.8 L
Yes
24 Jan 2020
2 Jan 2020
10 Jan 2020
2 Jan 2020
9 Jan 2020
2 Jan 2020
Amount
Earth work in excavation by Mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm. On plan) incl. disposal of excavated earth, lead upto 50mtr and lift upto 1.5mtr, disposed earth to be levelled and neatly dressed :- All kind of soil @70%
Ordinary Rock @25%
Hard rock (Blasting Prohibited) @5%
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5mtr. width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth upto 1.5mtr.incl.disposal of excavated earth upto 1mtr.from cutting edge, disposed earth is be levelled and neatly dressed in :- All kinds of soil. @ 75%
Ordinary Rock @ 25%
Hard rock (Blasting Prohibited) @ 05%
Providing and Laying in position Cement concrete of specified grade excluding the cost of centring and shuttering, all work up to plinth level 1:5:10(1cement:5 coarse sand: 10 graded Nallah stone agg. 40mm nominal size)
Providing and Laying in position Cement concrete of specified grade excluding the cost of centring and shuttering, all work up to plinth level 1:3:6(1cement:3 coarse sand: 6 graded Crushed stone agg. 40mm nominal size) (Nallah)with 20 % boulders
Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters , columns , piers , posts, struts butteresses , string or laces , courses , parapets , coping , bed blocks , anchorblocks , plain window sills ,sunken,floors , fillets etc. upto floor five level , excluding the cost of centring , shuttering and finishing. 1:3:6 with 20% boulders.( 1 cement :3coarse sand :6 graded Crushed stone aggregate 20 mm nominal size)
Providin.9 and laying in position specified grade of reinforced cement concrete excluding the cost of centenng. shuttering, finishing and reinforcement-All work upto plinth level in 1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size)
Providin.9 and laying in position specified grade of reinforced cement concrete excluding the cost of centenng. shuttering, finishing and reinforcement-All work upto plinth level in 1:2"4 (1 cement: 2 coarse sand: 4 graded crsuehd stone aggregate 20mm nominal size)
Providing and laying Reinforced Cement Concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded crushed stone aggregate 20 mm nominal size) in suspended floors, balconies, landings and staircase having upto 15° slope. excluding cost of centering and shuttering , all work upto floor V level
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars
Centnng and shuttering including strutting~ propping etc and removal of form work for.- FoundatiOns footings. bases of columns
Retatning walls. return walls. walls (any thickness) including attached pilasters. buttresses. plinth and strmg courses fillets etc
Suspended floors, roofs, landings, balconies and access platform.
Edges of slabs and breaks in floors and walls. Under 20cms wide
Providing and laying damp proof course 40 mm thick with cment concrete 1;.2:4 (1cement :2 coarse sand :4 graded Crushed stone aggregate 12.5 mm nominal size
Random Rubble Masonry with available hard stone at site in foundation & plinth including levelling up with cement concrete 1:6:12 ( 1 cement :6 coarse sand :12 graded stone agg. 20 mm nominal size ) at plinth level Excl. cost of stones Cement mortar 1:6( 1 cement : 6 fine sand) ( Labour rates )only
Dry Random Rubble Masonary with available hard stone at site in foundation and plinth Using Nallah stone with out bond stone Excl. cost of stones (Labour rates only )
Hand packing stones in wire-crates, incl. cost of crates but excl. Cost of stones.
Dumping stone exculding cost of stones. In Horizontal on level
Providing and laying 0.90 dia RCC Hume pipe incl. All completed
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.
Pointing on stone work with cement mortar 1 3 (1 cement : 3 fine sand) Flush Pointing
Providing and laying water bound macadam grade 2nd with specified stone agg 63mm to 45mm size including stone screenings 13.2 mm size and crushed dust as binding material including screening, sorting, spreading to template and consolidation with Power Road Roller 8 to 10 tonne capacity etc. complete
Carriage of materials by Mechanical transport incl. loading, Un-loading and stacking complete of Stones for an av. distance of 8 kms
Sand for an av. distance 20 km Nallah
Crushed dust / Stones aggregate below 40mm for average lead 86 km.
Stones aggregate above 40mm for average lead 86 km.
Disposal of surplus excavated earth within a lead of 3kms
M/s Ghulam Rasool and Sons
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