Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date9 Aug 2024
Closing Date23 Aug 2024
Tender Amount₹ 40,78,000
Costs
EMD
₹ 81,560Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHE_256106_1Bid Award Id
ViewTender No
e-NIT No. 08 of 2024-25 dated 09-08-2024Tender 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 manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth
lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
Ordinary rock.
10
8556
855.65
Providing and laying cement concrete 1:4:8 mix (1 cement:4 course sand :8 graded stone aggregate 40mm nominal size) incl. Curing but cxcl. Cost of form work
8.2
36242
4419.85
Providing and laying cement concrete 1:2:4 mix (1 cement:2 course sand :4 graded stone aggregate 20mm nominal size) incl. Curing but cxcl. Cost of form work
3.68
21629
5877.45
Providing and laying cement concrete 1:3:6 mix (1 cement:3 course sand :6 graded stone aggregate 20mm nominal size) incl. Curing but cxcl. Cost of form work
5.32
26298
4943.4
Reinforced cement concrete work in beams, suspended floors, roof having slope up to 150,landings,balconies,shelves,chajjas,lintels,bands plain window sills, stair case and spiral stair cases up to floor V-level excluding the cost of centring, shuttering, finishing and reinforcement with 1: 1½:3 (1 cement:1½ course sand :3 graded stone aggregate 20mm nominal size)
15
134309
8953.95
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)
0.98
9269
9458.65
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer-in-charge. All wprk 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.
1.85
13305
7192.05
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer-in-charge. All wprk above plinth level upto floor five 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.
5.68
48037
8457.25
Reinforcement for RCC work incl. straightening, cutting Bending , placing in position and binding all complete.(cold twisted bars)
800
63400
79.25
Centering and shuttering including strutting, propping etc. And removal of form work for.
Foundation, footing, bases of columns etc. For mass concrete.
45.25
11869
262.3
Extra for shuttering in circular work
32.52
1706
52.46
Centering and shuttering including strutting, propping etc. And removal of form work for. Walls( any thickness) including attached pilasters, buttresses, plinth and string courses etc.
68.35
39222
573.85
Extra for shuttering in circular work
68.35
7844
114.77
Centering and shuttering including strutting, propping etc. And removal of form work for. Lintels, beams, plinth beams, girders, bressumers and cantilevers
4.8
2413
502.85
Extra for shuttering in circular work
4.8
482
100.57
Centering and shuttering including strutting, propping etc. And removal of form work for. Arches, domes, vaults upto 6 m span
9.7
20241
2086.8
15mm cement plaster on rough side of single or half brick wall of mix 1:4 mix (1 cement:4 course sand )
90.41
27163
300.45
Extra for plastering on circular work not exceeding 6m in radius: In one coat
90.41
3105
34.35
Cement concrete flooring 1:2:4 (1 cement:2 course sand:4 graded stone aggregate ) finished with a floating of neat cement incl. cement slurry.
40mm thick with20mm nominal size stone aggregate
15.81
7301
461.85
Providing and mixing water proofing material in cement concrete work @ 1 Kg Per 50 Kg of cement bag
82
4747
57.9
Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. (medium) nominal bore for washout/ delivery main / over flow welded with M.S. Plate 1.25 mm thick 150 x150 mm size etc. complete excluding cost of pipe.
3
3000
1000
Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade on new work.
(two or more coats applied @3.84 Kg/ 10sqm.)
33
3029
91.8
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.
2653.25
527200
198.7
Supply of stones( nallah 225mm nominal size)
8.85
3540
400
Dumping stones on horizontal on level (excld. Supply of stones)
8.85
1915
216.4
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)
60
3000
50
Providing and fixing S.C.I S & S 100mm dia bend.
4
1060
265
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
8500
202725
23.85
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
20mmφ
4500
112545
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
25mmφ
2250
83362
37.05
Laying and fitting of HDPE 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. HDPE Pipe 32mmφ
2250
53550
23.8
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
40mmφ
1688
85919
50.9
Laying and fitting of HDPE 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. HDPE Pipe 50mmφ
1688
49289
29.2
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
50mmφ
570
30552
53.6
Laying and fitting of HDPE 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. HDPE Pipe 63mmφ
570
21546
37.8
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
65mmφ(M)
600
53580
89.3
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end).
20 mm nominal bore
46
21327
463.65
Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end).
25 mm nominal bore
24
13052
543.85
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
18
11120
617.8
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
20
14094
704.7
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
20
18855
942.75
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
5
7844
1568.85
Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessarories including making arrangements for electric supply/arrangement for Generator etc complete
1250
7687
6.15
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. 25 to 40 mm nominal bore
48
31980
666.25
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc.
50 to 80 mm nominal bore
12
15225
1268.75
Providing & Fixing brass bib cock of approved quality 15 mm nominal bore
30
21000
700
Dismentling of Bitumen course by manually/mechanically means and disposal of dismanttled material lead upto 50mtr and laying of B.T surface with 25mm rhick top layer after laying of pipe as per instructions of site Engineer (Complete job) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge Bituminous road.
25.5
28719
1126.25
.Carriage of cement by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 40Km
8.57
3981
464.59
.Carriage of cement by Head Load from road site stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 2000mtr
8.57
6089
710.6
.Carriage of Steel by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 40Km
0.8
371
464.59
.Carriage of Steel by Head Load from road site stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 2000mtr
0.8
1221
1526.52
.Carriage of stone aggregate (Crushed) below 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 40Km
21.94
11466
522.62
.Carriage of stone aggregate (Crushed) below 40 mm by Head Load from dumping site (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 2000mtr
21.94
38006
1732.28
Carriage of stone agg. 40mm and above by mechanical transport from nearest source to site of work including cost for loading and unloading & average distance of 40Km.
5.51
3130
568.06
Carriage of Stone aggregate above 40mm (Crushed) by Head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 2000mtr
5.51
10318
1872.76
.Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 40Km
182.32
95284
522.62
Carriage of Sand by Head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 2000mtr
182.32
315847
1732.38
Carriage of Soling stone/ boulders by head load from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 1000mtr
8.85
9761
1102.98
Carriage of G.I pipes from store by Mechanical transport to dumping place including cost of loading and unloading for an average distance of 170Km
30.88
45177
1462.99
Carriage of HDPE pipes from store by Mechanical transport to dumping place including cost of loading and unloading for an average distance of 170Km
1.68
4735
2818.93
Carriage of G.I pipes by Head Load from dumping place to site of work including loading and unloading for an average distance of 2000mtr
30.88
27671
896.1
Carriage of HDPE pipes by Head Load from dumping place to site of work including loading and unloading for an average distance of 2000mtr
1.68
11867
7064.15
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