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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹23.3 L
EMD Value
₹46,560
Closing Date
12 Nov 2024, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
SDA Building near PCR batmaloo Srinagar
Construction of toe wall on left embankment of Sunri Khul behind SMHS Hospital and U/S and /S Steel foot Bridge Dental hospital at spots.
2024_IFC_263171_1
E-NIT NO 14 OF 2024-25
Open Tender
Civil Works
Item Wise
30 days
sRINAGAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
Executive Engineer
₹46,560
12 Nov 2024
4 Nov 2024
12 Nov 2024
4 Nov 2024
12 Nov 2024
4 Nov 2024
Amount
Earth work in bulk excavation by manual means 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 to 50 meters and lift up to 1.5 m, as directed by Engineer-in-Charge. All kinds of soil.
Extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked material (All kinds of soil).
1st lift
2nd lift
3rd lift.
Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.5 m.
Dumping stone excl. cost of stones in horizontal on level.
Supply of stone soiling.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 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 1:1.5:3 ( 1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Centering & shuttering incl. strutting, propping etc. & removal of form work for:- Foundations, footings bases of columns for mass conc.
Retaining wall, retaining walls, walls (any thickness).
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 m.
Dumping stone excl. cost of stones in horizontal on level.
Supply of stone boulder (quarry) nominal size 225 mm.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in Position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
Provision for providing weep holes by way of supply and laying of PVC pipes 2” dia @ 3m in horizontal direction incl. cutting placing in position with all carriages to site of work.
12 mm cement plaster of mix 1:4 ( 1 cement :4 fine sand)
Carriage of materials by mechanical transport from source to road site of work including loading, unloading and stacking.
Stone soiling/stones avg. lead 16 kms.
Stone agg. 40 mm avg. lead 16 kms.
Stone agg. 20 mm avg. lead 16 kms.
Sand from source avg. lead 20 kms.
Cement avg. lead 04 kms.
Steel avg. 04 kms.
Extra carriage of material from road side upto site of work by manual means including loading unloading and stacking avg. 120 mtrs.
Stones/stone soiling.
Stone agg. 40 mm
Stone agg. 20 mm
Cement.
Steel.
Earth.(site of work to road site).
Surplus excavated earth available to be disposed off by the agency of its own against consideration cost payable towards the deptt. (minimum reserved rate @ 165/cum excluding Royality charges be paid to Geology & Mining Kashmir)
MAQSOOD AHMAD BHAT (BID ID -2227869)
MATRIX BUILDERS (BID ID -2227673)
M/S MUDASIR AHMAD LONE (BID ID -2227621)
MOHAMMAD ALI (BID ID -2227939)
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