Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date28 Jul 2022
Closing Date22 Nov 2022
Tender Amount₹ 2,21,20,000
Costs
EMD
₹ 4,42,400Document Cost
₹ 600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PHE_181351_4Bid Award Id
ViewTender No
e-NIT 62 of 2022-23Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
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Documents
BOQ Items
Supply of stone in Horizontal on level (Nallah 225mm nominal size)
130.5
-
400
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.)
73.08
-
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.)
36.56
-
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.)
16.47
-
6344.25
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.
33.66
-
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.
75.49
-
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.
17.34
-
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)
1328.59
-
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)
7.26
-
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)
6.3
-
7542.4
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)
42.34
-
8552.85
Providing and laying in position reinforced cement concrete of specified grade excluding the cost of centering and shuttering all works upto plinth level 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand : 3 graded stone aggregate 20mm nominal size)
12.19
-
7091.6
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)
19.62
-
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
16250.21
-
79.25
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
285.21
-
461.85
Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns etc.
428.65
-
262.3
Extra for shuttering in circular work
357.79
-
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.
1445.25
-
573.85
Extra for shuttering in circular work
868.15
-
114.77
Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, G Irders, bressumers and cantilevers.
95.51
-
502.85
Extra for shuttering in circular work
95.51
-
100.57
Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span
196.48
-
2086.8
Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.
85.44
-
635.6
Edges of slabs and breaks in floors and walls Under 20 cm wide
231.9
-
242.3
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.
1705.6
-
343.75
Extra for plastering on circular works.
1141.1
-
34.35
Providing and mixing water proofing material of approved make in cement concrete work @ 1 kg per 50 kg of cement.
1978.38
-
57.9
Cost for Guy steel wire rope including carriage and fitting.
1200
-
200
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.
44.52
-
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
646.49
-
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.
8570.21
-
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
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)
2600
-
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
13800
-
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
12500
-
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
18000
-
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
15200
-
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
5000
-
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
7000
-
23.85
Laying and fitting of HDPE pipes 50mm dia
2000
-
0.9
Laying and fitting of HDPE pipes 40mm dia
2000
-
0.9
Laying and fitting of HDPE pipes 32mm dia
1500
-
0.5
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
2
-
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
15
-
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
17
-
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
15
-
617.8
Dry random rubble masonary with hard stone in foundation and plinth (using nallah stone without bond stones).
320.25
-
2355.95
Providing & Fixing brass bib cock of approved quality 15 mm nominal bore
475
-
318.85
Providing & fixing brass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore
475
-
309.7
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 60 KM.
205.74
-
618.19
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 (G-Main).
91.64
-
1678.5
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 03 KM for (D-System).
114.1
-
1287.3
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 60 KM.
163.85
-
695.42
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.
16.2
-
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 04 KM.
50.55
-
3321.98
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 03 KM.
113.3
-
2527.18
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 01 KM.
16.2
-
937.58
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 60 KM.
201.4
-
695.42
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 35 KM.
32.04
-
479.42
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.
65.35
-
3321.98
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 03 KM.
136.05
-
2527.18
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 01 KM.
32.04
-
937.58
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 01 KM.
77.92
-
1013.56
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 30 KM.
172.39
-
387.29
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.
39.1
-
1331
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 03 KM.
105.52
-
1020.8
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 01 KM.
11.52
-
400.4
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.
5.9
-
2859.32
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 03 KM.
10.35
-
2192.92
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
130.5
-
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 01 Km
84.8
-
1102.98
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 0.20 Km
90
-
354.98
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