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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.4 LAdmitted-Finance N A | L1 | Admitted-Finance | |
| 2 | L2₹62.0 L+₹6.6 L (11.9%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹64.3 L+₹8.9 L (16.1%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹73.1 L+₹17.7 L (31.9%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S RADHA KRISHAN GOVT CONTRACTOR L1 | SH ASHWANI KUMAR L4 | TARSEM CHAND L2 | M/S RAGHUBIR SINGH L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including disposal of excavated earth lead up tp 50 meters and lift upto 1.5m, as directed by Engineer-in – Charge. All kind of soil: | 1,176.33 | CUM | 150 ₹1,76,449.5 | 100 ₹1,17,633 Lowest | 120 ₹1,41,159.6 | 100 ₹1,17,633 Lowest |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc, in layer not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5 m. | 1,058 | CUM | 180 ₹1,90,440 | 100 ₹1,05,800 Lowest | 110 ₹1,16,380 | 100 ₹1,05,800 Lowest |
| 3.00 | Filling river bed material (RBM) including digging, carriage by lorry, placing, watering, dressing and ramming in layers with a power roller of 8-10 tonne capacity including all carriage. | 1,309.12 | CUM | 290 ₹3,79,644.8 | 380 ₹4,97,465.6 | 200 ₹2,61,824 Lowest | 200 ₹2,61,824 Lowest |
| 4.00 | Consolidation of subgrade by power road roller | 5,100 | SQM | 1 ₹5,100 Lowest | 2.8 ₹14,280 | 1.2 ₹6,120 | 100 ₹5,10,000 |
| 5.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering (all works up to plinth level) in 1:5:10(1 cement:5 coarse sand 10 graded stone aggregate 40mm nominal size) | 77.4 | CUM | 2,800 ₹2,16,720 | 2,500 ₹1,93,500 | 2,500 ₹1,93,500 | 2,000 ₹1,54,800 Lowest |
| 6.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering (all works up to plinth level) in 1:3:6 (1 cement: 3 coarse sand 6 graded stone aggregate 20 mm nominal size). | 85.8 | CUM | 3,480 ₹2,98,584 Lowest | 5,000 ₹4,29,000 | 4,000 ₹3,43,200 | 3,800 ₹3,26,040 |
| 7.00 | Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)including curing but excluding the cost of centering and shuttering, finishing and reinforcement. All works upto plinth level. | 195.7 | CUM | 5,400 ₹10,56,780 Lowest | 7,000 ₹13,69,900 | 6,000 ₹11,74,200 | 6,000 ₹11,74,200 |
| 8.00 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars of grade Fe-500D or more. | 17,613 | KG | 84 ₹14,79,492 | 90 ₹15,85,170 | 86 ₹15,14,718 | 80 ₹14,09,040 Lowest |
| 9.00Centering and shuttering including strutting, propping etc. and removal of form for | |||||||
| 9.01 | Foundation, footings bases of column etc. | 1,696.5 | SQM | 87 ₹1,47,595.5 Lowest | 150 ₹2,54,475 | 110 ₹1,86,615 | 150 ₹2,54,475 |
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
22 Aug 2022, 6:00 pmClosed
Executive Engineer SIDCO Construction Division Kat
Executive Engineer SIDCO Construction Division Kathua
Construction of Road No. R-3 by way of cutting filling of Road Drain and Culvert including Providing and Laying WBM Grade II and III Under Village Mearth at Industrial Estate Ghatti Kathua
2022_SIDCO_183549_1
04 of 2022-23
Open Tender
Civil Works
Item Rate
60 days
kathua
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,500
Yes
Acc No 0141010200000003
₹2.1 L
Yes
26 Aug 2022
12 Aug 2022
23 Aug 2022
12 Aug 2022
22 Aug 2022
15 Aug 2022
Amount
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including disposal of excavated earth lead up tp 50 meters and lift upto 1.5m, as directed by Engineer-in – Charge. All kind of soil:
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc, in layer not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5 m.
Filling river bed material (RBM) including digging, carriage by lorry, placing, watering, dressing and ramming in layers with a power roller of 8-10 tonne capacity including all carriage.
Consolidation of subgrade by power road roller
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering (all works up to plinth level) in 1:5:10(1 cement:5 coarse sand 10 graded stone aggregate 40mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering (all works up to plinth level) in 1:3:6 (1 cement: 3 coarse sand 6 graded stone aggregate 20 mm nominal size).
Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)including curing but excluding the cost of centering and shuttering, finishing and reinforcement. All works upto plinth level.
Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for
Foundation, footings bases of column etc.
Suspended floor, roof landings etc
Edges of slab, breaks in floor etc.
Supplying and stacking of graded stone aggregate at site of (Excluding carriages)
63mm to 45 mm Grade-II
53mm to 22.40 mm Grade-III
Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity, etc.
Base course with 63mm to 45mm including stone screening 13.20mm size
Base Course with 53 to 22.40 mm using 11.20 mm size
Supply and stacking of stone screening/chippings at site excluding carriage.
13.2mm nominal size (type A)
11.20 mm nominal size (Type B)
Supplying and stacking of moorum at site excluding carriage.
Carriage of Material by M.T.
Carriage of Sand for 23 Km
Carriage of Aggregate Below 40mm for 23 Km
Carriage of Aggregate Above 40mm for 23 Km
Carriage of Morrum for 23 Km
TARSEM CHAND
M/S RAGHUBIR SINGH
SH ASHWANI KUMAR
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