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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹60.9 LAdmitted-Finance | ₹60.9 L | Admitted-Finance |
| 2 | ₹62.9 LAdmitted-Finance | ₹62.9 L | Admitted-Finance |
| 3 | ₹68.6 LAdmitted-Finance | ₹68.6 L | Admitted-Finance |
| 4 | ₹76.6 LAdmitted-Finance | ₹76.6 L | Admitted-Finance |
| Sl No | Description | Qty | Unit | MOHINDER SINGH CHARAK | RAJESH SINGH | TARSEM CHAND | M/S HARI SHAM CONTRACTOR |
|---|---|---|---|---|---|---|---|
| 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: | 10,035.85 | Cum | 150 ₹15,05,377.5 | 150 ₹15,05,377.5 | 110 ₹11,03,943.5 Lowest | 200 ₹20,07,170 |
| 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 | 3,759.84 | Cum | 90 ₹3,38,385.6 Lowest | 140 ₹5,26,377.6 | 140 ₹5,26,377.6 | 100 ₹3,75,984 |
| 3.00 | Consolidation of Subgrade with Power Road Roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. | 9,638.47 | Sqm | 3 ₹28,915.41 | 15 ₹1,44,577.05 | 1 ₹9,638.47 Lowest | 10 ₹96,384.7 |
| 4.00Supply and stacking of graded crushed stone aggregate at site of size range (excluding carriage) | |||||||
| 4.10 | 63mm to 45mm size Grade –II | 1,445.74 | Cum | 600 ₹8,67,444 | 700 ₹10,12,018 | 600 ₹8,67,444 | 500 ₹7,22,870 Lowest |
| 4.20 | 53 mm to 22.40 mm size Grade- III | 1,445.74 | Cum | 600 ₹8,67,444 | 700 ₹10,12,018 | 600 ₹8,67,444 | 500 ₹7,22,870 Lowest |
| 5.00 | 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. | 2,606.07 | Cum | 400 ₹10,42,428 | 750 ₹19,54,552.5 | 200 ₹5,21,214 Lowest | 200 ₹5,21,214 Lowest |
| 6.00Laying 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. | |||||||
| 6.10 | Base course with 63mm to 45mm size including stone screening 13.20 mm size | 1,445.74 | Cum | 560 ₹8,09,614.4 | 350 ₹5,06,009 Lowest | 385 ₹5,56,609.9 | 500 ₹7,22,870 |
| 6.20 | Base course with 53 mm to 22.40 mm size including stone screening of 11.2 mm size | 1,445.74 | Cum | 570 ₹8,24,071.8 | 350 ₹5,06,009 Lowest | 385 ₹5,56,609.9 | 500 ₹7,22,870 |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
27 Feb 2023, 4:00 pmClosed
AGNINDER BAKSHI
O/o Executive Engineer, SIDCO Construction Division, Ghatti-Kathua
Construction of Feeder Roads, by way of cutting and filling, Providing and laying WBM Grade - IInd and IIIrd at Industrial Estate, under village Mearth at Industrial Complex, Ghatti-Kathua. Total length of Road 1550 Mtr.
2023_SIDCO_205550_1
e-NIT No. 13 of 2022-23 Dated 13-02-2023 KATHUA
Open Tender
Civil Works
Item Rate
30 days
IC GHATTI-KATHUA
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,500
Executive Engineer, SIDCO Const. Division, Ghatti
₹2.4 L
6 Mar 2023
20 Feb 2023
28 Feb 2023
20 Feb 2023
27 Feb 2023
20 Feb 2023
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
Consolidation of Subgrade with Power Road Roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.
Supply and stacking of graded crushed stone aggregate at site of size range (excluding carriage)
63mm to 45mm size Grade –II
53 mm to 22.40 mm size Grade- III
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.
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 size including stone screening 13.20 mm size
Base course with 53 mm to 22.40 mm size including stone screening of 11.2 mm size
Supply and stacking of stone screening/chippings at site excluding carriage.
13.20 mm nominal size (type A)
11.20 mm nominal size (type B)
Supplying and stacking of moorum at site excluding carriage.
Carriage of materials by mechanical transport.
Carriage of Screening for 23 Kms
Stone aggregate below 40 mm size for 23 Kms
Stone aggregate 40 mm size and above for 23 Kms:
Moorum for 23 Kms
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