Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date13 Nov 2024
Closing Date25 Nov 2024
Tender Amount₹ 38,32,000
Costs
EMD
₹ 76,640Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHE_264436_1Tender No
enit 53 of 2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
GEM & Bid Advisory Services
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Documents
Construction of 01 no. of 5000 glns GSR under WSS Dunga Banjal, 01 no. of 20000 glns GSR, 01 no. of Pump Room Building , 01 No. Spring covering cum collection tank and laying/ fitting of pipe network under WSS Siara JJM
BOQ Items
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.)
31.7
4943
156705.78
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
3.3
8289
27356.18
Reinforced cement concrete work in beams, suspended floors, roof having slope up to 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
8.37
8953
74944.56
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.
6.83
7192
49121.7
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work weigh batched, using cement content as per approved design mix using weigh batcher attached with concrete mixer with or without hopper at site of work 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 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.
15.24
8457
128888.49
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.
10.14
101
1031.24
Reinforced cement concrete work in Arches, archribs, domes vaults shells, folded plate and roofs having slope more than 15 upto floor five level including curring but excluding curring but excluding the cost of centring, shuttering finishing and reinforcement with 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20mm nominal size).
4.25
9458
40199.26
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo -Mechanically Treated bars of grade Fe-500D or more
3166
79
250905.5
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)and curing complete
5
310
1552.75
Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)
22.1
6183
136660.88
Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
22.1
1323
29252.67
Centering and shuttering including strutting, propping etc. And removal of form work for.
Foundation, footing, bases of columns etc. For mass concrete.
152.82
262
40084.69
Extra for shuttering in circular work
46.08
52
2417.36
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.
197.23
573
113180.44
Extra for shuttering in circular work
173.23
114
19881.61
Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
25.25
502
12696.96
Extra for shuttering in circular work
23.4
100
2353.34
Centring and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6mtr span.
41.03
2086
85621.4
Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.
43.95
635
27934.62
Edges of slabs and breaks in floors and walls under 20 cm wide
37.6
242
9110.48
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm 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
10.44
4189
43739.42
Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel promer all complete. Fixed to steel windows by welding
60
161
9675
Steel work welded 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. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
50
133
6665
Structural steel work welded in built up sections, trusses and framed work,
including cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer all complete.
150
92
13927.5
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
1000
6000
15mm thick Cement plaster or rough side of single or half brick wall of mix : 1:4 ( 1 cement : 4 coarse sand)
222.65
300
66895.19
12mm thick Cement plaster of mix : 1:4 ( 1 cement : 4 coarse sand)
300.84
260
78233.44
Extra for plastering on circular work not exceeding 6m in radius: In one coat
242.89
34
8343.27
Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement
183
57
10595.7
Providing and fixing S.C.I S & S 100mm dia bend.
10
265
2650
Providing and fixing Slotted Cow (Terminal Guard) S.C.I S & S.
10
264
2640
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
70.44
461
32532.71
Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
363.91
91
33406.94
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
37.44
121
4565.81
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete
23.85
496
11845.1
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.
1341.44
198
266544.13
Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS 13592 type A including jointing with seal ring conforming to IS5382 leaving 100mm gap for thermal expension 75mm diameter.
8
216
1732.8
Providing and fixing (Supply) of G.P. sheet.1.25mm thick at construction joints during concrete work
125
50
6250
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.
80mmφ(M)
18
840
15120
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.
100mmφ(M)
25
1234
30873.75
Providing and fixing strips in joints of terrazzo/ cement concrete floors. .1 Glass strips Glass strips 40 mm wide and 4 mm thick
40.55
68
2767.54
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
Provision for electric fitting including undergournd conduit pipes, wiring, steel boxes and switches for 4 No light point (internal) with holder and LED bulbs and external 4 Nos with halogen/Led lights (external grade) including service line (complete job).
1
20000
20000
Laying, fitting, of G.I pipe including labour for jointing, fixing of pipe specials as per IS specifications including Tees, Elbows, bends, additional sockets, unions, reducer sockets etc, testing, disinfection and commissioning, complete as per the directions of the engineer in charge. G.I Pipe 80mm dia
2600
93
243308
Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately)80mm dia
3
3937
11813.1
Providing and fixing gun metal non-return valve of approved quality (screwed end) 80mm dia
2
3102
6205.5
Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangement for electric supply/arrangement for Generator etc complete
4000
6
24600
.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 50Km
59.68
609
36346.31
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 4000mtr H.L
59.68
3321
198255.77
.Carriage of stone aggregate (Crushed) upto 20 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 50km
70.61
609
43002.9
Carriage of stone aggregate upto 20 mm 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 4000mtr H.L
70.61
3591
253571.81
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 50Km
34
541
18407.26
.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 4000mtr
34
1331
45254
.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 50Km
3.12
541
1686.97
.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 4000mtr
3.12
2859
8909.64
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 50Km.
23.93
661
15840.7
Carriage of Stone aggregate 40mm and above (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 4000mtr
23.93
3591
85936.46
Carriage of Brick from brich klin (to be identified by engineer in charge) by Mechanical Transport to site of work including cost for loading and unloading.for an av. distance of 100Km
10.5
4465
46889.54
Carriage of Brick from dumping place (to be identified by engineer in charge) by H.L to site of work including loading and unloading for an average distance of 4000mtr
10.5
2137
22445.01
.Carriage of Pipe from divisional store 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 200Km
20.54
1693
34782.23
.Carriage of Pipe 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 1000mtr
20.54
504
10370.65
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