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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹11.3 L (7.33%)Admitted-Finance | ₹1.7 Cr+₹11.3 L (7.33%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹21.0 L (13.6%)Admitted-Finance | ₹1.8 Cr+₹21.0 L (13.6%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Paramount Associates and Engineers L2 | naresh sharma L1 | M/s JAI LAXMI ROAD BUILDERS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres in all kinds of soil. | 145 | Cum | 150 ₹21,750 Lowest | 215 ₹31,175 | 240 ₹34,800 |
| 2.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). | 10 | Cum | 3,200 ₹32,000 Lowest | 3,300 ₹33,000 | 3,900 ₹39,000 |
| 3.00 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | 65 | Cum | 6,400 ₹4,16,000 | 6,100 ₹3,96,500 Lowest | 6,800 ₹4,42,000 |
| 4.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars. | 11,664 | Kg | 72 ₹8,39,808 | 65 ₹7,58,160 Lowest | 78 ₹9,09,792 |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form work for :- | ||||||
| 5.10 | Foundations, footings, bases for columns. | 180 | Sqm | 150 ₹27,000 Lowest | 220 ₹39,600 | 260 ₹46,800 |
| 5.20 | Suspended floors, roofs, landings, balconies and access platforms. | 45 | Sqm | 150 ₹6,750 Lowest | 530 ₹23,850 | 630 ₹28,350 |
| 5.30 | Edges of slabs and breaks in floors and walls under 20 cm wide. | 13 | Rmt | 150 ₹1,950 Lowest | 195 ₹2,535 | 240 ₹3,120 |
| 6.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 Mtr. | 102 | Cum | 100 ₹10,200 Lowest | 155 ₹15,810 | 196 ₹19,992 |
| 7.00 | 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. | 2,025 | Cum | 1,200 ₹24,30,000 | 1,000 ₹20,25,000 Lowest | 1,380 ₹27,94,500 |
Tender Value
₹1.7 Cr
EMD Value
₹3.5 L
Closing Date
21 Nov 2020, 4:30 pmClosed
Er Parvez Malik
Executive Engineer PWD RandB Const Divn No I Jammu
Please refer to BOQ
2020_PWDJK_108919_1
Short e-NIT No CD-I/63 of 2020-21 Dated 10-11-2020
Open Tender
Civil Works
Item Rate
90 days
Doongian Jatki Panjpeer Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹6,000
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
₹3.5 L
Yes
Jammu
2 Dec 2020
11 Nov 2020
23 Nov 2020
11 Nov 2020
21 Nov 2020
11 Nov 2020
17 Nov 2020
Amount
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres in all kinds of soil.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars.
Centering and shuttering including strutting, propping etc. and removal of form work for :-
Foundations, footings, bases for columns.
Suspended floors, roofs, landings, balconies and access platforms.
Edges of slabs and breaks in floors and walls under 20 cm wide.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 Mtr.
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.
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 53mm – 22.40 mm size including stone screening 11.20 mm size.
Providing and laying 50mm thick (Compacted) avg. premix bituminous macadam base course with stone aggregate of quality, size and grading as specified in latest MORT&H specifications and straight run bitumen of VG-30 @ 3.5% by weight of total mix including Hot mixing of stone aggregates and bitumen in Hot Mix Plant, Transporting mixed material to the site & laying with paver finisher as per required profile, including cost of priming coat / tack coat and Bituminous Macadam in required level and grade, rolling with roller 8 to 10 tonne capacity to achieve the required compaction and density all complete including cost of bitumen and all sort of taxes including all leads, lifts, carriage complete.
Providing and laying of 25mm thick Semi Dense Bituminous Concrete with specified graded stone aggregates for wearing coat including loading of aggregates with FE loader and hot mixing of bitumen with filler and stone aggregates in hot mix plant, transporting the mixed material by tippers to pavers at site of work and laying the mixed material with mechanical pavers finisher to the required level and grade, rolling with power road roller to achieve the desired density and compaction including cost of priming coat / tack coat (bitumen used shall be VG-30 and grading of mix shall be as per the relevant clause of MORT&H) density, and all complete including cost of bitumen and all sorts of taxes, all leads, lifts, carriage complete.
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Stone agg. above 40mm size for an avg. lead of 20 Kms.
Stone agg./ Sand for an avg. lead of 20 Kms.
Paramount Associates and Engineers
M/s JAI LAXMI ROAD BUILDERS
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