Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Civil And Construction
Eprocure
Opening Date22 Jul 2022
Closing Date6 Sep 2022
Tender Amount₹ 1,59,16,000
Costs
EMD
₹ 50,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_IFC_167922_21Tender No
E-NIT 144 of 2022-23Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://http://ifcjmu.gov.in/
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Documents
BOQ Items
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level
154.36
-
7192.05
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level
316.68
-
8457.25
Extra for providing richer mixes at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. Note: - Minimum cement content considered is @ 340 kg/ cum. Any quantity less than 340 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix.
417.96
-
101.7
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo -Mechanically Treated bars of grade Fe-500 or more
40040
-
79.25
Centering and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .
109.72
-
262.3
Centering and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.
285.92
-
635.6
Centering and shuttering including strutting, propping etc and removal of form for walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
1920.76
-
573.85
Edges of slabs and breaks in floors and walls under 20 cm wide
751.76
-
242.3
Steel work welded in built up sections/ framed work ,including cutting/hoisting fixing in position including priming coat of approved steel primer using structural steel etc. as required in grantings, frames , guard bar, ladder, railings, brackets, gates and similar works
7812
-
133.3
Providing and fixing 32 mm dia G.I Pipe for railing
640
-
298.15
Supply and placing in position of filter sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from Ganderbal Kashmir.
250.36
-
1500
Providing, stacking and Filling of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage from source to be indentified by Engineer Incharge.
37.08
-
600
Providing ,Laying, fitting, of G.I pipe including labour for jointing, fixing of pipe specials as per IS specifications including Tees, Elbows, bends, additional sockets, unions, reducer sockets etc, testing, disinfection and commissioning, complete as per the directions of the engineer in charge.
-
-
-
100mm dia(M)
80
-
1234.95
80mm dia(M)
240
-
840
Providing and fixing of sluice valve confirming to IS:780 read with upto date ammendments standard make meant for Pipe gallery in filter beds required to operated from operating planteform height 4.5m, hence suitable opearation to be provided the job includes, providing and fixing fubrication of tail pieces as per site reguirements including nuts, bolts, rubber, insertions. the sluice valve shoud be fitted with extension rod pedstals etc. (Filter bed inlet & outlet and sludge clearance )
-
-
-
100mm dia
8
-
4597.85
80mm dia
32
-
3937.7
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
180
-
121.95
Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
506.84
-
91.8
Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 140.00 Km
39.38
-
1386.62
Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 120.00 Km
118.14
-
1213.82
Carriage of Sand by mannual Means from Road site to site of work (to be identified by engineer in charge) for an av. distance of 5000 m
157.52
-
4116.78
Carriage of stone aggregate upto 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 25.00 Km
64.33
-
393.02
Carriage of stone aggregate upto 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 15.00 Km
192.99
-
297.02
Carriage of stone aggregate upto 20mm by mannual Means from Road site to site of work (to be identified by engineer in charge) for an av. distance of 5000 m
257.32
-
4116.78
Carriage of stone aggregate above 40mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 25.00 Km
13.22
-
427.21
Carriage of stone aggregate above 40mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 15.00 Km
39.66
-
322.86
Carriage of stone aggregate above 40mm by mannual Means from Road site to site of work (to be identified by engineer in charge) for an av. distance of 5000 m
52.88
-
4450.36
Carriage of Sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from Ganderbal Kashmir.and stone aggregate upto 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 230.00 Km by MT.
250.36
-
2164.22
Carriage of Sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 and stone aggregate upto 20mm from road site / dumping place to site of work(To be identified by engineer in charge) . an av. distance of 5000 m by Mannual Means
250.36
-
4116.78
Carriage of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 150.00 Km
37.08
-
1473.02
Carriage of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers (Nallah) from road site /dumping place (To be identified by engineer in charge) to site of work an av. distance of 5000m by Mannual Means
37.08
-
4450.36
Carriage of Cement by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 25.00 Km
35.82
-
349.49
Carriage of Cement by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 15.00 Km
107.46
-
264.04
Carriage of Cement by Mechanical Transport from road side /dumping place (To be identified by engineer in charge) to site of work .for an av. distance of 5000m by mannual Means
143.28
-
1641.2
Carriage of steel from source by Mechanical Transport f (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 25 Km
10.01
-
349.49
Carriage of steel from source by Mechanical Transport f (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 15 Km
30.03
-
264.04
Carriage of steel from to Road side /dumping place (To be identified by engineer in charge) to site of work 5000m by Mannual Means
40.06
-
3525.72
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