Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date20 Jun 2022
Closing Date19 Jan 2023
Tender Amount₹ 1,75,60,000
Costs
EMD
₹ 3,51,200Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PHE_174957_15Bid Award Id
ViewTender No
e-NIT 41 of 2022-23Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
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Documents
BOQ Items
Earth work in bulk excavation by Mechanical means (Hydraulic excavator) over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and neatly dressed in all kinds of soil
882.5
166571
188.75
Supply of Stone in Horizontal on level (Nallah) 225mm nominal size
213.78
85512
400
Dumping stone excluding cost of Stone in Horizontal on level
213.78
46261
216.4
Providing and laying in position cement concrete of 1:4:8 mix (1 cement 4 coarse sand 8 graded stone agg. 40 mm nominal size) excl. cost of centring and shuttering all work up to plinth level (using crushed stone agg.)
145.28
642115
4419.85
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 in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (using crushed stone agg.)
61.16
302338
4943.4
Providing and laying in position reinforced cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) (using crushed stone agg.)
54
317382
5877.45
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-incharge..All works upto plinth level
Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 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.
92.17
662891
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-incharge. All works above plinth level upto floor V level
Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 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.
101.74
860440
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.
193.91
19720
101.7
Providing & Incorporating (during concreting) GP sheet strip water seal 1.25mm (nominal thick) at construction joints including jointing of ends so as to form a continous barrier, strip area (excluding laps) to be measured (width upto 20cm)
1000
50000
50
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
15.6
139681
8953.95
Providing and laying cement concrete in retaining walls, return walls, walls any thickness) including pilasters, columns, piers, abudments, pillars, posts , struts, butteresses, string or lacing, coarses, parapits, coping, Bed Blocks, Anchor blocks, Plain window sills, fillets etc. upto floor V level, including curing but excluding the cost of centering shuttering and finishing with cement ( 1 Cement ; 2 fine fine sand : 4 graded aggregate 20mm nominal size)
6.96
52495
7542.4
Reinforcement cement concrete work in Arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with M-20 graded concrete 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)
47.55
449758
9458.65
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level. Thermo -Mechanically Treated bars of grade Fe-500D or more
20270
1606397
79.25
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level. Thermo -Mechanically Treated bars of grade Fe-500D or more
450
41782
92.85
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 40mm thick with 20mm nominal size stone aggregate
256.21
118330
461.85
Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns etc.
351.77
92269
262.3
Extra for shuttering in circular work
93.11
4884
52.46
Centring 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.
1030.38
591283
573.85
Extra for shuttering in circular work
439.52
50443
114.77
Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, G Irders, bressumers and cantilevers.
94.77
47655
502.85
Extra for shuttering in circular work
50.73
5101
100.57
Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span
281.54
587517
2086.8
Extra for Arches,Domes vaults upto 6 Mtr Spain
281.54
283919
1008.45
Cement Plaster with a floating coat of Neat Cement 12mm Cement Plaster finished with a floating coat of neat cement mix (1:3) 1 Cement : 3 fine Sand.
1400.76
481511
343.75
Extra for plastering on circular works.
754.53
25918
34.35
Providing and mixing water proofing material of approved make in cement concrete work @ 1 kg per 50 kg of cement.
1468
84997
57.9
Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece as in manhole cover on top of the dome/spring cover with locking arrangement.
10.27
43027
4189.6
Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
528.79
48542
91.8
Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm bend
26
4650
178.85
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.
4152.67
680830
163.95
Providing & installation of Sign Board of size 8ft x 6ft with angle Iron frame of size 50 x 50 x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge.
1
14000
14000
Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 100mm dia (L)
6225
858178
137.86
Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 80 mm dia (L)
2250
210555
93.58
Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 65mm dia (L)
8600
767980
89.3
Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 50 mm dia
10700
573520
53.6
Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth workG.I Pipe 40 mm dia
4800
244320
50.9
Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 32 mm dia
2230
85877
38.51
Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work G.I Pipe 20 mm dia
1000
25010
25.01
Laying and fitting of G.I pipe ( all classes) complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket, additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 15 mm dia
3000
71550
23.85
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 80 mm nominal bore
6
14439
2406.65
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 65 mm nominal bore
12
18826
1568.85
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm nominal bore
16
15084
942.75
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 40 mm nominal bore
16
11275
704.7
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 32 mm nominal bore
10
6178
617.8
Dry random rubble masonary with hard stone in foundation and plinth (using nallah stone without bond stones).
147.9
348445
2355.95
Providing & Fixing brass bib cock of approved quality 15 mm nominal bore
320
102032
318.85
Providing & fixing brass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore
320
99104
309.7
Dismantling G.I pipes (external work) including excavation and refilling tranches after taking out the pipes manually /by mechanical means including stacking of pipes with in 50 m lead 65mm dia
400
44260
110.65
Dismantling G.I pipes (external work) including excavation and refilling tranches after taking out the pipes manually /by mechanical means including stacking of pipes with in 50 m lead 50mm dia
500
55325
110.65
Dismantling G.I pipes (external work) including excavation and refilling tranches after taking out the pipes manually /by mechanical means including stacking of pipes with in 50 m lead 40mm dia
600
59850
99.75
Carriage of G I Pipes from Departmental Store at Doda by Mechanical Transport to site of work including cost for loading ,unloading & stacking for an av. distance of Average 63 KM.
191.62
122872
641.23
Carriage of G I Pipes by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 01 KM for (G-Main).
10.42
5261
504.9
Carriage of G I Pipes by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 01 KM for (D-System).
181.2
91487
504.9
Carriage of sand by Machanial Transport from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 35 KM.
261.56
125397
479.42
Carriage of sand by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 0.50 KM.
261.56
141289
540.18
Carriage of stone aggregate (Crushed) 20 mm nominal size by Machanial Transport from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 6 KM.
413.67
79565
192.34
Carriage of stone aggregate (Crushed) 20 mm nominal size by manual means from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 0.50 KM
413.67
223456
540.18
Carriage of stone aggregate (Crushed) 40 mm nominal size by manual means from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 0.50 KM.
162.91
88000
540.18
Carriage of cement & steel from nearest market (to be identified by EngIneer in Charge) by Mechanical Transport to site of work including cost for loading ,unloading & stacking for an av. distance of Average 3 KM.
84.6
11286
133.41
Carriage of cement by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 0.50 KM.
159.7
39174
245.3
Carriage of steel by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 0.50 KM.
20.27
10680
526.92
Carriage of soling stone / boulder by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 02 Km
43.5
88652
2037.98
Carriage of soling stone / boulder by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 0.50 Km
104.4
56394
540.18
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