Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Eprocure
Opening Date
3 Oct 2019Closing Date
22 Oct 2019Tender Amount
₹ 3,37,38,000Costs
EMD
₹ 6,74,760Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PHE_82913_1Tender No
E NIT NO. 43 OF 2019-20Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
GEM & Bid Advisory Services
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Documents
BOQ Items
M.S pipe 200mm dia
25
-
2371.2
GI pipe 150mm dia nominal bore
50
-
996.4
GI pipe 100mm dia nominal bore (Light)
1775
-
808
GI pipe 80mm dia nominal bore (Light)
3250
-
552.75
GI pipe 65mm dia nominal bore (Light)
3950
-
474.55
GI pipe 50mm dia nominal bore (Light)
4300
-
334.4
GI pipe 40mm dia nominal bore (Light)
3850
-
276.35
GI pipe 32mm dia nominal bore (Light)
2475
-
220
GI pipe 25mm dia nominal bore (Light)
3950
-
177.35
GI pipe 20mm dia nominal bore (Light)
2350
-
128.05
GI pipe 15mm dia nominal bore (Light)
1000
-
87.75
D.I pipe 150mm dia nominal bore (K-9)
575
-
1402.05
D.I pipe 100mm dia nominal bore (K-9)
3350
-
955.55
Dismantling of G.I pipe above 50mm to 100mm dia
575
-
59.3
Dismantling of G.I pipe above 15mm to 40mm dia
700
-
52.65
Welding of joints including cost of electrodes and equipments etc.
-
-
-
GI pipe 100mm dia nominal bore (Light)
10
-
633
GI pipe 80mm dia nominal bore (Light)
30
-
374
GI pipe 65mm dia nominal bore (Light)
35
-
334
GI pipe 50mm dia nominal bore (Light)
40
-
259
GI pipe 40mm dia nominal bore (Light)
15
-
207
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layer not exceeding 20cm in depth consolidation
6019
-
85.25
Providing and fixing of rubber gasket including cost of rubber gasket / grease A) D.I pipe 150mm dia
105
-
94.65
B) D.I pipe 100 mm dia
610
-
59.15
B) Civil Construction works
-
-
-
E/work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in: (All kind of soil).
910.44
-
240.45
E/work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in: (All kind of soil) 70% and ordinary rock 30%).
205
-
300.61
Providing & laying in position cement concrete of specified grade excluding the c/o centring & shuttering all work upto plinth level in 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggr. 40MM nominal size (Crusher)
107.69
-
3112.8
Providing & laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level in 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggr. 20MM nominal size (Crusher)
23.3
-
5504.2
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts ans sturts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggr. 20MM nominal size (Crusher)
119.44
-
6280.95
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings balconies, shelves, chajjas, lintels, bands, plain window sills, staircases, & spiral stair cases upto floor five level excl. the c/o centering, shuttering, finishing & reinforcement with 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggr. 20mm nominal size.
30.06
-
5776.45
Reinforced cement concrete work in arches, archribs, domes, valults, shells, folded plate & roofs having slope more than 15° upto floor five level excl. the c/o centring, shuttering, finishing & reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr. 20mm nominal size).
15.53
-
6033.05
Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete cold twisted bars.
12500
-
71
Providing & laying in position cement concrete of specified grade excluding the c/o centring & shuttering all work upto plinth level in 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggr. 20MM nominal size (Crusher)
243.08
-
3707.4
Dumping stones in Horizontal on level including cost of stones
84.36
-
327.05
Brick work with FPS bricks of class designation 75 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand).
24.92
-
4551.45
Half brick massonary with bricks of class designation 75 in foundation and plingth in 1:4 cement mortar
519
-
573.8
b) Extra for half bricks massonary in super structure above plinth level upto Floor to V level
519
-
77.2
centring and shuttering including strutting, propping etc.and removal of form work
-
-
-
Foundation, footings, bares of column etc. for mass concrete
990.2
-
179.25
ii) Extra for shuttering in circular works 20%
53.2
-
35.85
Walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses .
1026.46
-
342.8
ii) Extra for shuttering in circular works 20%
433.46
-
68.56
Lintels, beams, plinth beams, girders, bress umers & canti levers.
73.2
-
305.7
ii) Extra for shuttering in circular works 20%
46.3
-
61.14
Arches domes, valuts upto 6.0m span
155.8
-
1425.7
Extra for arches domes, valuts upto 6 mtr. Span
155.8
-
784.65
Suspended floors, roofs, landings, balconies and access platform
86.7
-
372.4
Cement concrete flooring 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone aggr.) finished with a floating coat of neat cement incl. cement slurry but excl. C/o nosing of steps etc. complete( 50mm with 20mm nominal size stone (Crusher)
90.62
-
370.2
12mm thick cement plaster of mix 1:4 (1 cement : 4 coarse sand).
2029.92
-
158.65
Extra for plastering on circular work not exceeding 6M in radius (in one coat).
580.92
-
19.9
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, stripe area (excluding laps) to be measured (width upto 20cm)
373.06
-
52
Finishing walls with water proofing cement paint of approved brand & manifacture to give an even shade. New work (Two or more coats applied @ 3.84 kg/10 Sqm.
2424
-
56.9
Extra for providing & mixing water proofing material 'impermo' or equivalent in cement concrete work @ 1kg/50kg of cement.
466
-
43.95
Providing & fixing plain PVC bends (ISI) of required degree 110mmØ.
12
-
183.05
Steel work welded in built up sections / framed work incl. cutting hoisting, fixing in position & applying a priming coat of approved steel primer using structural steel etc., as regd. In stringers, gratings frames Guarded Bars, Ladders, Railing (tracks Gates & similar works).
550
-
98.15
Proividing & fixing 1mm thick M.S. steel door and (Manhole cover) with frame of 40X40X6mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including a priming coat of approved steel primer using flats 30X6mm for diagonal braces and central cross piece ( manhole cover with locking arrangement complete size 0.45X0.60) 2 no., Door 1 No. Window 2 Nos.
8.08
-
3029.4
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade in new work
17.5
-
69.3
Provision for Electrification incl. (complete job) Tubes / Bulbs = 5 Nos including LED lights Fan 1 No. Fuse box 1 No. Main switch (with complete wiring ) 2 no 15 Amp sockets , 2 Amp 5 no. sockets , 2 no of approved brand Havells/Anchor.
1
-
15000
Providing and installation of LED flood lights of Havells/Anchor brand including wiring, switches, fuses etc and fixing 13 nos LED flood lights
1
-
100000
Providing and fixing of steel Gates size 11 ft. x 6ft. Including all necessary fittings complete at 03 places
600
-
80.6
Providing welding by gas plant incl. transportation of gas welding plant complete( for fixing Plates with delivery, distribution, washout & overflow pipes).
378
-
6.3
Providing and laying in position specified grade of RCC excluding the cost of centering and shutttering, finishing and reinforcement all works upto plinth level in 1:2:4 mix (1 cement: 2 coarse sand :4 Graded stone aggregate 20mm nominal size)
6.84
-
4810.7
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tone roller, or wooden or steel rammers and rolling every third and top most layer with power roller of minimum 8 tonnes and dressing upto 50 mtr and lift upto 1.50 mtr From RD 90-120 and RD 120-155
122.06
-
219.2
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller including making good the undulation etc and disposal of the surface earth upto 50 mtr
700
-
72.9
Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to tamplate and consolidation with power road roller of 8 - 10 Ton capacity etc. (Payment for stone aggregates, screening, kankar, moorum and red bajri etc to be made separately)
Sub grade II- (Base course with 63mm to 45mm size including stone screenings 13.2 mm size in two layers of 75mm)
Sub grade III- (Base course with 53mm to 22.4mm size including stone screenings 11.2 mm size in two layers of 75mm)
210
-
389.5
Supplying and stacking of graded stone aggregated at site of size range (excluding carriages)
a) 63mm to 45mm (Quarry)
105
-
435
b) 53mm to 22.40 (Quarry)
52.5
-
458
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