Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date2 Jun 2023
Closing Date20 Jun 2023
Tender Amount₹ 2,50,78,000
Costs
EMD
₹ 5,01,560Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PHE_214718_8Bid Award Id
ViewTender No
e-NIT No. 21 of 2023-24 Dated. 02-06-2023Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
GEM & Bid Advisory Services
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BOQ Items
Earth work in bulk excavation by Manual means 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 Hard Rock (Blasting Prohibited)
3806.05
7683463
2018.75
Supply of stone in Horizontal on level (Nallah 225mm nominal size)
43.87
17548
400
Dumping and filling of stone in Horizontal on level
43.87
9493
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.)
57.57
254450
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.)
37.08
183301
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.
24.16
173759
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.
36.81
311311
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.
23.43
2382
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)
574
28700
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)
6.4
57305
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)
9.02
77146
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)
1.34
9502
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)
5.4
40728
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)
11.89
112463
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
7048
558554
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
163.12
75336
461.85
Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns etc.
240.31
63033
262.3
Extra for shuttering in circular work
240.31
12606
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.
702
402842
573.85
Extra for shuttering in circular work
618.04
70932
114.77
Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, G Irders, bressumers and cantilevers.
45.84
23050
502.85
Extra for shuttering in circular work
45.84
4610
100.57
Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span
116.06
242194
2086.8
Extra for arches, domes, vaults exceeding 6 m span.
55.08
55545
1008.45
Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.
14.14
8987
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.
847.37
291283
343.75
Extra for plastering on circular works.
763.41
26223
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.
466
26981
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.
4.32
18099
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
343.31
31515
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.
7031.15
1152757
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 100 mm dia (L)
400
55144
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)
2000
187160
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 65 mm dia (L)
6700
598310
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
14500
777200
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
12900
656610
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
8700
335037
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
8700
322335
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
2000
47700
23.85
Laying and fitting of HDPE pipes Pressure 10 75mm dia
300
12300
41
Dry random rubble masonary with hard stone in foundation and plinth (using nallah stone without bond stones).
241.12
568066
2355.95
Providing & Fixing brass bib cock of approved quality 15 mm nominal bore
400
127540
318.85
Providing & fixing brass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore
400
123880
309.7
Carriage of G I Pipes (100mm dia) from Procurement Store at Jammu by Mechanical Transport to roadside of work including cost for loading ,unloading & stacking for an av. distance of Average 275 KM.
400
22324
55.81
Carriage of G I Pipes (100mm dia) 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 10 KM for (G-Main).
400
43509
108.77
Carriage of G I Pipes from Procurement Store at Jammu by Mechanical Transport to road side of work including cost for loading ,unloading & stacking for an av. distance of Average 275 KM.
199.65
453083
2269.39
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 10 KM for (G-Main).
92.72
373262
4025.7
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 03 KM for (D-System).
106.94
137663
1287.3
Carriage of HDPE Pipes from Procurement Store at Jammu by Mechanical Transport to road side of work including cost for loading ,unloading & stacking for an av. distance of Average 275 KM.
0.45
1954
4342.48
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 10 KM for (G-Main).
0.45
15152
33672.15
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 30 KM.
100.18
43700
436.22
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 10 KM.
6.27
50729
8090.78
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 08 KM.
2.07
13457
6501.18
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.
91.84
305090
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 29 KM.
121.63
52006
427.58
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 10 KM.
7.68
62137
8090.78
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 08 KM.
2.51
16317
6501.18
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.
111.44
370201
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 29 KM.
47.59
22118
464.77
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 06 KM.
0.9
4778
5309.56
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.
47.59
170903
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.
2.85
5337
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 35 KM.
66.32
28264
426.19
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 10 KM.
4.71
15035
3192.2
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 08 KM.
1.61
4140
2571.8
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.
52.98
70516
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 10 KM.
0.69
4731
6857.72
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 08 KM.
0.23
1270
5524.92
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.
6.1
17441
2859.32
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.
111.75
541203
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 03 KM.
129.37
263653
2037.98
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