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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 CrAdmitted-Finance | ₹6.4 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S MUSHTAQ AND CO. L1 |
|---|---|---|---|---|
| 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 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock | 3,588.64 | Cum | - |
| 2.00 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil | 3,588.64 | Cum | - |
| 3.00 | Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified grade concrete mix, diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embeded in the pile cap etc. all complete including removal of excavated earth with all lifts and leads(Length of pile for payment Shall be measured from top of shoe to the bottom of pile cap) By percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete 750 mm dia piles M-35 | 4,352 | Mtr | - |
| 4.00 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5 mtr but not exceeding 03 Mtr | 405 | Sqm | - |
| 5.00 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : all kind of soil | 6,817.5 | Cum | - |
| 6.00Centring and shuttering including strutting, propping etc. and removal of form work for :- | ||||
| 6.01 | Foundation, footings, bases of columns. | 165.54 | Sqm | - |
| 6.02 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. | 2,001.05 | Sqm | - |
| 7.00 | 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) | 39.82 | Cum | - |
| 8.00 | 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) | 199.12 | Cum | - |
Tender Value
₹7.2 Cr
EMD Value
₹14.3 L
Closing Date
18 Aug 2020, 4:00 pmClosed
Executive Engineer Irrigation and Flood Control
Irrigation and Flood Control Division Baramulla
. Construction of proposed flood protection works to Devibal Temple Periphery at Khanpora Baramulla on left side bank of River Jhelum ReAdv
2020_IFC_101868_1
e-nit 09 of 2020-21
Open Tender
Civil Works
Item Rate
270 days
Baramulla
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Executive Engineer
₹14.3 L
7 Oct 2020
7 Aug 2020
19 Aug 2020
8 Aug 2020
18 Aug 2020
8 Aug 2020
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 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil
Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified grade concrete mix, diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embeded in the pile cap etc. all complete including removal of excavated earth with all lifts and leads(Length of pile for payment Shall be measured from top of shoe to the bottom of pile cap) By percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete 750 mm dia piles M-35
Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5 mtr but not exceeding 03 Mtr
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : all kind of soil
Centring and shuttering including strutting, propping etc. and removal of form work for :-
Foundation, footings, bases of columns.
Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level I 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 above plinth level Cold twisted bars
Supply of 2nd class Quarry stones
Dumping stone excluding cost of stones. in Horizontal on level
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.
Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor pile method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-in- Charge. Initial test (Test Load 2.5 times the safe capacity)
Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor pile method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-in- Charge Routine test (Test Load 1.5 times the safe capacity)
Carriage of materials from source to road site by mechanical transport including loading, unloading and stacking.
Stone Soling Avg lead 02 Km
Stone Agg. 20 mm Avg. lead 25 Km
Stone Agg. 40 mm Avg .lead 25 Km
Sand Avg. lead 14 Km
Cement Avg. lead 05 Km
Steel Avg. lead 05 Km
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