Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date16 Aug 2024
Closing Date12 Sep 2024
Tender Amount₹ 14,00,00,000
Costs
EMD
₹ 28,00,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IFC_257700_1Bid Award Id
ViewTender No
ENITNO5OF2024Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://http://ifcjmu.gov.in/
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Documents
BOQ Items
Extra for every additional lift of earth .(All kinds of soil) 1st Lift
2721.44
244249
89.75
Extra for every additional lift of earth .(All kinds of soil) 2nd Lift
1541.4
276681
179.5
Extra for earth work in excavation in or under water/liquid mud including pumping out water as required.
1348.56
50517
37.46
Dumping stones excluding cost of stones in horizontal i.e on level
2504.99
595937
237.9
Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered).
Depth exceeding 1.5 m but not exceeding 3 m
3174
722878
227.75
Providing and laying in position cement concrete of specified grade excluding cost of centring and shuttering All work upto plinth level- 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate (40mm nominal size) crushed.
173.34
901870
5202.9
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 i 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
2521.26
17911913
7104.35
Centering and shuttering including strutting, propping etc. and removal of form work
7951.8
2276997
286.35
Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete TMT bars.
113456
13977779
123.2
Dry stone pitching (any thickness) excluding cost of stones.On slopes
645.43
447896
693.95
Grouting of stone pitching using M-10 nominal mix conc. (max. size of agg. 20mm nominal) @ 3.65 cum per 100 sqm on horizontal/ side slopes, complete incl. curing. (cruhsed)
3375
672637
199.3
Supply of Quarry Stones
645.43
1061732
1645
Supply of Nallah Stones
2504.99
1753493
700
Extra for laying concrete in or underwater and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete job.
661.44
521380
788.25
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.
2517.05
549723
218.4
Cement plaster of fine sand 12mm plaster of mix 1:6
1537
409149
266.2
Carriage of materials from source to road site by mechanical transport including loading, unloading and stacking.
Quarry Stones from Baramulla Avg. 40 KM
645.43
478850
741.91
Nallah Stones from Ganderbal Avg. 20 KM
2504.99
1208181
482.31
40 mm Agg. 10 KM
154.25
46790
303.34
20 mm Agg. 10 KM
2308.45
644149
279.04
Sand 10 KM
1286.27
358920
279.04
Toe Wall Hajin
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. All kinds of soil
6525.7
1222263
187.3
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)
1631.42
967268
592.9
Extra for every additional lift of earth .(All kinds of soil) 1st Lift
2488.42
223335
89.75
Extra for every additional lift of earth .(All kinds of soil) 2nd Lift
584.37
104894
179.5
Extra for earth work in excavation in or under water/liquid mud including pumping out water as required.
1631.42
61112
37.46
Dumping stones excluding cost of stones in horizontal i.e on level
1996.82
475043
237.9
Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.50 m
3912.5
948390
242.4
Providing and laying in position cement concrete of specified grade excluding cost of centring and shuttering All work upto plinth level- 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate (40mm nominal size) crushed.
140.13
729082
5202.9
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 i 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
2299.7
16337873
7104.35
Centering and shuttering including strutting, propping etc. and removal of form work
6478.89
1855230
286.35
Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete TMT bars.
108699.4
13391766
123.2
Dry stone pitching (any thickness) excluding cost of stones.On slopes
790.25
548393
693.95
Grouting of stone pitching using M-10 nominal mix conc. (max. size of agg. 20mm nominal) @ 3.65 cum per 100 sqm on horizontal/ side slopes, complete incl. curing. (cruhsed)
3099
617630
199.3
Supply of Nallah Stones
1996.82
1397774
700
Supply of Quarry Stones
790.25
1299961
1645
Extra for laying concrete in or underwater and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete job.
1415.58
1115830
788.25
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.
2776.1
606300
218.4
Carriage of materials from source to road site by mechanical transport including loading, unloading and stacking.
Stones from Baramulla --avg.45 KM
2787.07
2248635
806.81
40 mm Agg. 13 KM
100.87
34904
346.03
40 mm Agg. 17 KM
24.03
9682
402.95
20 mm Agg. 13 KM
1752.71
557905
318.31
20 mm Agg. 17 KM
380.46
141025
370.67
Sand 5 KM
1141.6
229164
200.74
Carriage of materials by headload upto 200 Mtrs
Stones
384.17
149933
390.28
40 mm Agg.
16.82
6032
358.63
20 mm Agg.
297.22
98599
331.74
Sand
158.78
52578
331.14
SPURS
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. All kinds of soil
803
150401
187.3
Extra for earth work in excavation in or under water/liquid mud including pumping out water as required.
160.6
6016
37.46
Hand-packing stones in wire-crates; excluding cost of crates and stones
388.68
144258
371.15
Supply of Quarry Stones
388.68
639378
1645
Providing, drilling and installing Poplar wooden ballies of standard quality of average girth not less than 18 inches measured after removing bark, of specified length, including the cost of wood, making of pointed tip, charges of all equipments required for driving, taxes, loading/unloading and removal of same after completion and same to be stored in the divisional store, including all sorts of carriages (manual/mechanical), (Complete job as per the directions/satisfaction of E-in-C)
198.6
119160
600
Providing and laying (Placing in position in dry/wet) of filled EC bags with filled capacity of 0.85 Cft per bag including cost of bags, filling, sewing and strings, filling material, placing in position in dry/wet including all sorts of carriages (manual/mechanical), loading/unloading and stacking and removal of the same after completion of the work, etc complete job as per the satisfaction of the E-in-Charge
4236
105900
25
Supply and fixing of B.A Wire knitted Crates mesh size 100mm x 100mm) dia of wire 4mm of approved made and make, including all sorts of carriages upto the actual site of work, all sorts of carriages, loading/unloading and stacking, etc upto the actual site of work, complete in all respects to the entire satisfaction of the E-in-C
17233.1
344662
20
Carriage of Quarry Stones from Baramulla avg.--45km
388.68
313590
806.81
REVETMENT
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. All kinds of soil
1126.63
211017
187.3
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)
4505.37
2671233
592.9
Extra for earthwork in excavation in or under water/ liquid mud including pumping out of water as required
1126.3
42191
37.46
Extra for every additional lift of earth .(All kinds of soil) 1st Lift
393.46
35313
89.75
Dumping stones excluding cost of stones in horizontal i.e on level
390.12
92809
237.9
Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered)., depth exceeding 3 m but not exceeding 4.5 m) .
867.6
210306
242.4
Providing and laying in position cement concrete of specified grade excluding cost of centring and shuttering All work upto plinth level- 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate (40mm nominal size) crushed.
32.4
168573
5202.9
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 i 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
367.2
2608919
7104.9
Centering and shuttering including strutting, propping etc. and removal of form work
890.4
254966
286.35
Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete TMT bars.
18360
2261952
123.2
Supply of Nallah Stones
390.12
273084
700
Extra for laying concrete in or underwater and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete job.
188.4
148506
788.25
Providing and Laying of specified soil (40% sand and 60% good earth) carriage from source to site and filling in designated places in slopes or plain as per directions to make the proper slope or ground formation including all carriages, headload, labour etc. Slope filling for acheiving reqd profile for geo-textile.
910.11
650728
715
Filling available excavated earth (excluding rock) (over the Geobags for formation of bund top) 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. Complete job as per the direction/satisfaction of Engineer-in-Charge
1756.97
383722
218.4
Providing and Laying of Geo-textile fabric of specified make Txt-(400 gsm-ppmf-f) including cost of Textile and Labour (complete job).
22059.85
4411970
200
Supply and apply/laying of GEOCOMPOSITE 430pp
(complete job) .
7923.8
7892104
996
Providing and laying in position Megabags (filled capacity of 0.95 Cum per bag, filled with 60% earth and 40% sand), including cost of bags, filling of bags, sewing and strings, filling material , placing in position (dry/wet), all sorts of carriages (manual/mechanical), loading/unloading and stacking, etc. Complete job as per the directions/satisfaction of Engineer-in-Charge
2313.84
5150607
2226
Providing and laying in position Geobags (filled capacity of 0.075 Cum per bag, filled with 60% earth and 40% sand), including cost of bags, filling of bags, sewing and strings, filling material , placing in position (dry/wet), all sorts of carriages (manual/mechanical), loading/unloading and stacking, etc. Complete job as per the directions/satisfaction of Engineer-in-Charge
45804
16227441
354.28
Providing and laying in position Geobags (filled capacity of 0.075 Cum per bag, filled with 60% earth i.e, available and 40% sand), including cost of bags, filling of bags, sewing and strings, filling material (only sand), placing in position (dry/wet), all sorts of carriages (manual/mechanical), loading/unloading and stacking, etc. Complete job as per the directions/satisfaction of Engineer-in-Charge (Excluding cost of earth)
6710.4
2133907
318
Carriage of materials from source to road site by mechanical transport including loading, unloading and stacking.
Nallah Stones Avg. 45 KM
390.12
314752
806.81
40 mm Agg. Avg. 13 KM
28.83
9976
346.03
20 mm Agg. Avg. 13 KM
326.8
104023
318.31
Sand Avg. 05 KM
179.82
36097
200.74
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