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₹ 39,05,000
Costs
EMD
₹ 78,100Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHE_256106_7Bid 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.
16
13690
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
25.9
114474
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
7.76
45609
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
108.2
534875
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)
3.92
35099
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)
1.98
18728
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.
7.18
51638
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.
20.86
176418
8457.25
Reinforcement for RCC work incl. straightening, cutting Bending , placing in position and binding all complete.(cold twisted bars)
3200
253600
79.25
Centering and shuttering including strutting, propping etc. And removal of form work for.
Foundation, footing, bases of columns etc. For mass concrete.
524.78
137649
262.3
Extra for shuttering in circular work
44.42
2330
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.
270.9
155455
573.85
Extra for shuttering in circular work
134.7
15459
114.77
Centering and shuttering including strutting, propping etc. And removal of form work for. Lintels, beams, plinth beams, girders, bressumers and cantilevers
9.24
4646
502.85
Extra for shuttering in circular work
9.24
929
100.57
Centering and shuttering including strutting, propping etc. And removal of form work for. Suspended floors, roofs, landings, balconies and access platforms.
25.6
16271
635.6
Centering and shuttering including strutting, propping etc. And removal of form work for. Edges of slabs and breaks in floors and walls Under 20 cm wide
44.88
10874
242.3
Centering and shuttering including strutting, propping etc. And removal of form work for. Arches, domes, vaults upto 6 m span
19.42
40525
2086.8
15mm cement plaster on rough side of single or half brick wall of mix 1:4 mix (1 cement:4 course sand )
313.78
94275
300.45
Extra for plastering on circular work not exceeding 6m in radius: In one coat
162.82
5592
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
29.62
13680
461.85
Providing and mixing water proofing material in cement concrete work @ 1 Kg Per 50 Kg of cement bag
260
15054
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.
6
6000
1000
Structural steel work in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works ( for Gate ,ladder and Manhole cover)
180
23994
133.3
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.)
170.26
15629
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.
935.75
185933
198.7
Supply of stones( nallah 225mm nominal size)
45.9
18360
400
Dumping stones on horizontal on level (excld. Supply of stones)
45.9
9932
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)
150
7500
50
Providing and fixing S.C.I S & S 100mm dia bend.
10
2650
265
Providing and fixing Slotted Cow (Terminal Guard) S.C.I S & S.
10
2640
264
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
3500
83475
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
3000
75030
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
2500
92625
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
40mmφ
900
45810
50.9
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
20
9273
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
14
7613
543.85
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
10
7047
704.7
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
530
3259
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
30
19987
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
40
50750
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.
45
50681
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
95.52
44377
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
95.52
67876
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
3.2
1486
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
3.2
4884
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
156.74
81915
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 2000mt
156.74
271533
1732.38
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.
28.34
16098
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
28.34
53074
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
95.92
50129
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
95.92
166169
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
45.64
50340
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
15.54
22734
1462.99
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
15.54
13925
896.1
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