Public Health Engineering Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,000Tender Fee
₹ 500
Summary
(04) Providing, Installation, Testing And Commissioning Of Pumping Machinery And Various Work At Chandawal-atpara-sandiya Under Sub Division Sojat City
Description
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Contact
Tender Id
2025_PHCJO_458893_1Tender No
NIT No. 04/2025-26Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils upto 1.5 mtrs
7.56
159
1202.04
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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
0.43
3002
1296.86
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Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
2.63
4485
11795.55
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Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
29.7
143
4247.1
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Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)
123
64
7872
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Providing, hoisting and fixing up to floor five level precast reinforced concrete work in Nominal M20 grade mix including cost of required centering, shuttering, finishing, smooth with 6 mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposed surface complete excluding cost of reinforcement
0.33
6391
2109.03
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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. up to 1.5 m
All kinds of soils 1.2x1.2x.6
1.44
159
228.96
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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
0.22
3002
648.43
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Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
long wall
0.11
4485
484.38
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short wall
0.11
4485
484.38
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cover ( no floor, PCC shall be finished)
0.14
4485
645.84
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Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. Long wall-2x2
2.16
143
308.88
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Short wall -2x2
2.16
143
308.88
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cover
1.44
143
205.92
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Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)
taking steel @ 125 kg/cum of CC=0.36cum
45.25
64
2896
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Supplying and fixing Ferro cement cover with CI frame for chambers and MH of size 600x450 mm to withstand 3 t centre point load and minimum unfractired load of 1 t
1
1234
1234
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Cement plaster 1: 4, 20 mm th. on the outside and inside on RCC walls.
Long walls-2x2
2.16
168
362.88
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short wall -2x24
2.16
168
362.88
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floor and cover -3
4.32
168
725.76
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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils , up to a depth of 1.5 m
4.73
159
752.07
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Add extra for additional foundation depth of 0.5 m over 1.5 m for extra 1.5 m or part there of beyond 1.5 m
1.58
190
300.2
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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
0.63
3002
1891.26
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Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
Long walls 2
1.51
4485
6772.35
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short walls 2
1.08
4485
4843.8
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floor and cover
1.26
4485
5651.1
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Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. Long walls 2x2=4
15.12
143
2162.16
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short walls 2x2=4
10.8
143
1544.4
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cover 1
3.15
143
450.45
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Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)
taking 125 kg/cum of CC
482.5
64
30880
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Supplying and fixing Ferro cement cover with CI frame for chambers and MH of size 600x450 mm to withstand 3 t centre point load and minimum unfractired load of 1 t
1
1234
1234
... More
Cement plaster 1: 4, 20 mm th. on the outside and inside on RCC walls.
Long walls-2x2
15.12
168
2540.16
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short wall -2x24
10.8
168
1814.4
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cover -2
6.3
168
1058.4
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MS rungs to facilitate going down and coming up for operations.
10.57
74
782.18
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Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5Mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50Mtr. Hard / dense soil upto 1.50 mtr.
1.2
159
190.8
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Providing and laying cement 'concreting including curing, compaction etc. complete using stone aggregate 40 mm nominal size in foundation and plinth, excluding cost of shuttering, using 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate)
0.1
3497
349.7
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Providing & laying cement concrete for all RCC work including curing, compaction etc complete using stone aggregate 40mm nominal size (crusher broken) in foundation plinth, excluding the cost of shuttering using 1 cement : 1.5 sand : 3 aggregate
0.52
4468
2323.36
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P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. 50 mm dia.B class
4.5
446
2007
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Centering and shuttering with ply 'wood or steel sheets including 'strutting, propping, bracing 'bothways and removal of formwork 'for superstructure upto 4.5 m height above plinth level for walls (any thickness) including attached pilaster, buttresses etc
Upto plinth level
5.28
143
755.04
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Labour and welding charges including cost of flanges
1
1000
1000
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Locking facility with MS box
50
63
3150
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Repair and extension of existing Pump House at Gajani Intake
1
401397
401397
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Repair and extension of existing Pump House at Chandawal HW
1
300000
300000
Evaluation Notes How It Works ?
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