Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date13 Apr 2023
Closing Date24 Apr 2023
Tender Amount₹ 2,07,28,000
Costs
EMD
₹ 4,14,560Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PHE_209745_7Bid Award Id
ViewTender No
e-NIT No. 04 of 2023-24 Dated. 13-04-2023Tender 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)
51.08
20432
400
Dumping and filling of stone in Horizontal on level
51.08
11053
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.)
70.19
310229
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.)
43.79
216471
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.
26.62
191452
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.
41.68
352498
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)
641
32050
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)
10.04
89897
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)
20.66
176701
8552.85
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)
8.4
63356
7542.4
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)
4.52
32054
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)
13.15
124381
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
9176
727198
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
750
69637
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
189.85
87682
461.85
Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns etc.
279.5
73312
262.3
Extra for shuttering in circular work
279.5
14662
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.
950.36
545364
573.85
Extra for shuttering in circular work
706.08
81036
114.77
Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, G Irders, bressumers and cantilevers.
52.61
26454
502.85
Extra for shuttering in circular work
52.61
5290
100.57
Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span
126.72
264439
2086.8
Extra for shuttering in circular work
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.
38.14
24241
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.
1111.66
382133
343.75
Extra for plastering on circular works.
867.38
29794
34.35
Edges of Slab and breaks in floors and walls under 20 Cm
64.4
15604
242.3
Providing and mixing water proofing material of approved make in cement concrete work @ 1 kg per 50 kg of cement.
518
29992
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.
6.84
28656
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
376.68
34579
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
30
5365
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.
7072.47
1159531
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 80 mm dia (L)
300
28074
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)
3700
330410
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
8100
434160
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
12700
646430
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
18500
712435
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
12600
466830
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
2500
62525
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 90mm dia
500
26950
53.9
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 50mm dia
5000
146000
29.2
Dry random rubble masonary with hard stone in foundation and plinth (using nallah stone without bond stones).
354.37
834878
2355.95
Providing & Fixing brass bib cock of approved quality 15 mm nominal bore
330
105220
318.85
Providing & fixing brass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore
330
102201
309.7
Carriage of G I Pipes fromProcurement Store at Jammu by Mechanical Transport to roadside of work including cost for loading ,unloading & stacking for an av. distance of Average 270 KM .
177.88
396848
2230.99
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 12 KM for (G-main).
32.26
155109
4808.1
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 (D-System).
145.62
586222
4025.7
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 270 KM.
4.38
18702
4269.92
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 12 KM for (G-Main).
3.32
133876
40324.16
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).
1.06
35692
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 35 KM.
126.06
60435
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 10 KM.
105.3
851959
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 12 KM.
20.76
200964
9680.38
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 24 KM.
154.36
59332
384.38
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.
129.11
1044600
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 12 KM.
25.25
244429
9680.38
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 24 KM.
53.48
22345
417.82
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 10 KM.
53.48
467756
8746.38
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.
9.15
17135
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 30 KM.
85.9
33311
387.79
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.
60.79
194053
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 12 KM.
15.98
60925
3812.6
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.
6.83
46838
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 12 KM.
2.3
18838
8190.52
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.
354.37
722198
2037.98
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