Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date25 Jul 2023
Closing Date2 Aug 2023
Tender Amount₹ 2,16,16,000
Costs
EMD
₹ 4,32,320Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PHE_223445_2Bid Award Id
ViewTender No
e-NIT No. 44 of 2023-24 Dated. 25-07-2023Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
GEM & Bid Advisory Services
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BOQ Items
Supply of stone in Horizontal on level (Nallah 225mm nominal size)
43.61
17444
400
Dumping and filling of stone in Horizontal on level
43.61
9437
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.)
49.73
219799
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.)
40.41
199762
4943.4
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.
15.4
110757
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.
27.2
230037
8457.25
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)
437
21850
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)
7.71
69034
8953.95
Reinforced cement concrete work in walls (any thickness) including attached pilasters, butteresses, plinth and string courses, fillets, columns, pillars, piers, abudments, posts and struts uto floor V level including curring but excluding cost of centering, shuttering, finshing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
21.64
185083
8552.85
Providing and laying in position specified grade of reinforced cement concrete including curring but excluding the cost of centering and shuttering, finishing and reinforcement all works upto plinth level 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand : 3 graded stone aggregate 20mm nominal size)
2.56
18154
7091.6
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
45254
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)
7.89
74628
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
6465
512351
79.25
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hard drawn steel wire fabric
650
60352
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
161.7
74681
461.85
Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns etc.
237.11
62193
262.3
Extra for shuttering in circular work
237.11
12438
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.
691.16
396622
573.85
Extra for shuttering in circular work
504.12
57857
114.77
Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, G Irders, bressumers and cantilevers.
40.95
20591
502.85
Extra for shuttering in circular work
40.95
4118
100.57
Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span
67.58
141025
2086.8
Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.
31.64
20110
635.6
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.
801.2
275412
343.75
Extra for plastering on circular works.
614.56
21110
34.35
Edges of the slab and breaks in floors and walls under 20 cm.
9.2
2229
242.3
Providing and mixing water proofing material of approved make in cement concrete work @ 1 kg per 50 kg of cement.
311
18006
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.
8.28
34689
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
221.44
20328
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.
9966.7
1634040
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 65 mm dia (L)
5300
473290
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
20600
1104160
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
22200
1129980
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
15600
600756
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 25 mm dia
16600
615030
37.05
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
2000
50020
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
Laying & Fitting of HDPE Pipes incl. cost of fittings and overheads but excluding the cost of pipes, earthwork in excavation, refilling and supply/fixing of Gate valve/sluice valve PN10 75mm dia
2000
82000
41
Dry random rubble masonary with hard stone in foundation and plinth (using nallah stone without bond stones).
382.5
901150
2355.95
Providing & Fixing brass bib cock of approved quality 15 mm nominal bore
160
51016
318.85
Providing & fixing brass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore
160
49552
309.7
Carriage of G I Pipes from Procurement Store at Jammu by Mechanical Transport to roadside of work including cost for loading ,unloading & stacking for an av. distance of Average 279 KM.
267.94
616291
2300.11
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 09 KM for (G-Main).
110.76
402557
3634.5
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 04 KM for (D-System).
157.18
263826
1678.5
Carriage of HDPE Pipes from Procurement Store at Jammu by Mechanical Transport to site of work including cost for loading ,unloading & stacking for an av. distance of Average 279 KM.
2.98
13113
4400.52
Carriage of HDPE 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 09 KM for (G-Main).
2.98
90431
30346.16
Carriage of sand by Mechanical 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 26 KM.
93.14
37410
401.66
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 09 KM.
16.72
121988
7295.98
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 06 KM.
2.58
12671
4911.58
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 04 KM.
73.84
245295
3321.98
Carriage of stone aggregate (Crushed) 20 mm nominal size by Mechanical 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 33 KM.
115.73
53483
462.14
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 09 KM.
20.48
149421
7295.98
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 06 KM.
3.1
15225
4911.58
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 04 KM.
92.15
306120
3321.98
Carriage of stone aggregate (Crushed) 40 mm nominal size by Mechanical 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 33 KM.
35.63
17898
502.33
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 04 KM.
35.63
127953
3591.16
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 02 KM.
8.72
16330
1872.76
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 39 KM.
63.85
29173
456.91
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 09 KM.
12.56
36197
2882
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 06 KM.
2
3902
1951.4
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 04 KM.
42.87
57059
1331
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 09 KM.
1.84
11392
6191.32
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 06 KM.
0.29
1215
4192.12
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 04 KM.
4.29
12265
2859.2
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 05 KM.
123.75
599318
4842.98
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 01 KM.
258.75
285396
1102.98
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