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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹22.1 L (10.7%)Admitted-Finance | ₹2.3 Cr+₹22.1 L (10.7%) | L2 | Admitted-Finance |
| 3 | L3₹2.3 Cr+₹24.6 L (11.9%)Admitted-Finance | ₹2.3 Cr+₹24.6 L (11.9%) | L3 | Admitted-Finance |
| 4 | L4₹2.3 Cr+₹25.0 L (12.1%)Admitted-Finance SHOP NO 4 BLOCK A MAKKA MASJID COMPLEX NEAR MAKKA MASJID BATHINDI JAMMU | JAMMU | JAMMU | JAMMU AND KASHMIR | ₹2.3 Cr+₹25.0 L (12.1%) | L4 | Admitted-Finance |
| 5 | L5₹2.5 Cr+₹41.9 L (20.2%)Admitted-Finance | ₹2.5 Cr+₹41.9 L (20.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Radhay Sham L1 | Shiv Kumar Khajuria L2 | yash pal singh L3 | A.H. WANI INFRATECH PRIVATE LIMITED L4 | M/S VED PAUL DEWAN L5 | Sultan Ali L6 | INDER MOHAN GUPTA L7 | SGF INFRA PVT LTD. L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5 M in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50 M and lift upto 1.50 M, disposed earth to be leveled and neatly dressed in all kind of soil of material as directed by Engineer-in-charge. | 7,664 | Cum | - | - | - | - | - | - | - | - |
| 2.00 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers and rolling every third and top-most layer with power roller of minimun 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, guide banks etc. lead upto 50 mtr. and lift upto 1.5 mtr. in all kinds of soil. | 5,275 | Cum | - | - | - | - | - | - | - | - |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, drains, pipes and cables etc. (not exceeding 1.5mtr in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5mtr including getting out excavated soil and disposal of surplus soil as directed, within a lead of 50 mtr in all kinds of soil including disposal of material as directed by Engineer-in-charge. | 4,868 | Cum | - | - | - | - | - | - | - | - |
| 4.00 | Providing & laying in Position cement concrete of specified grade 1:5:10 (1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40mm excluding the cost of centering and shuttering. All works upto plinth level. | 667 | Cum | - | - | - | - | - | - | - | - |
| 5.00 | Providing and laying in position cement concrete of specified grade 1:3:6 grade (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) excluding the cost of centering and shuttering. All work upto plinth level. | 265 | Cum | - | - | - | - | - | - | - | - |
| 6.00 | Providing and laying in position of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth level. | 265 | Cum | - | - | - | - | - | - | - | - |
| 7.00 | Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete TMT bars. | 1,05,878 | Kg | - | - | - | - | - | - | - | - |
| 8.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size). | 1,332 | Cum | - | - | - | - | - | - | - | - |
| 9.00 | Supplying and stacking of good earth at site including royalty and carriage complete (earth measured in stacks will be reduced by 20% for payment). | 147 | Cum | - | - | - | - | - | - | - | - |
| 10.00 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. | 1,782 | Sqm | - | - | - | - | - | - | - | - |
Tender Value
₹3.1 Cr
EMD Value
₹6.1 L
Closing Date
30 Jul 2020, 2:00 pmClosed
Er Parvez Malik
Executive Engineer PWD R and B Const Divn No I Jammu
Please refer to BOQ
2020_PWDJK_98779_1
e-NIT No CD-I/08 of 2020-21 Dated 23-06-2020
Open Tender
Civil Works
Item Rate
515 days
Baho Rotary to Vegetable Market Narwal Jammu
Please refer to NIT/SBD
4 documents required · 4 mandatory
₹6,000
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
₹6.1 L
Yes
Jammu
21 Aug 2020
23 Jun 2020
30 Jul 2020
23 Jun 2020
30 Jul 2020
23 Jun 2020
6 Jul 2020
Amount
Earthwork in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5 M in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50 M and lift upto 1.50 M, disposed earth to be leveled and neatly dressed in all kind of soil of material as directed by Engineer-in-charge.
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers and rolling every third and top-most layer with power roller of minimun 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, guide banks etc. lead upto 50 mtr. and lift upto 1.5 mtr. in all kinds of soil.
Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, drains, pipes and cables etc. (not exceeding 1.5mtr in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5mtr including getting out excavated soil and disposal of surplus soil as directed, within a lead of 50 mtr in all kinds of soil including disposal of material as directed by Engineer-in-charge.
Providing & laying in Position cement concrete of specified grade 1:5:10 (1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40mm excluding the cost of centering and shuttering. All works upto plinth level.
Providing and laying in position cement concrete of specified grade 1:3:6 grade (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) excluding the cost of centering and shuttering. All work upto plinth level.
Providing and laying in position of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth level.
Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete TMT bars.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size).
Supplying and stacking of good earth at site including royalty and carriage complete (earth measured in stacks will be reduced by 20% for payment).
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.
Centering and shuttering including strutting, propping etc. and removal of form work for :-
Foundations, footings, bases of columns.
Suspended floors, roofs, landings, balconies and access platforms.
Walls, return walls, wall (any thickness) including attached pilasters, buttresses, plinth and string course fill etc.
Edges of slabs and breaks in floors and walls above 20cm wide.
Providing & laying water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 KN capacity. Base course with 63mm – 45mm size including screening 13.20mm size in two layers of 75mm thick (consolidated) each.
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Stone agg. above 40mm size for an avg. lead of 10 Kms.
Stone agg. / Sand for an avg. lead of 10 Kms.
Screening / Crusher Dust for an avg. lead of 10 Kms.
Shiv Kumar Khajuria
yash pal singh
A.H. WANI INFRATECH PRIVATE LIMITED
M/S VED PAUL DEWAN
Sultan Ali
INDER MOHAN GUPTA
SGF INFRA PVT LTD.
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