Pey Jal Nigam Uttarakhand Tender
View complete overview of Uttarakhand Pey Jal Nigam Uttarakhand Tender
Pey Jal Nigam Uttarakhand Tender
Coronavirus COVID 19
Eprocure
Opening Date
11 Nov 2019Closing Date
CancelledTender Amount
₹ 75,00,000Costs
EMD
₹ 1,50,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_MDPEY_20995_1Tender No
1106/G-12/174 Dated 08/11/2019Tender Authority
Pey Jal Nigam Uttarakhand ViewPurchaser Address
-Website
http://http://peyjal.uk.gov.in/
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Documents
BOQ Items
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. (SOR 1-4)
215
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4) upto 5m height (SOR 12-5-2-1)
5.29
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-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (SOR 12-9)
80
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-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (DSR 2.8.1)
215.86
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Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration (DSR 2.35.3.1)
221.04
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to50m and lift upto 1.5m. (DSR 2.25)
151.1
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-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR 2.27)
18.67
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-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (DSR 4.1.8)
37.22
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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). (DSR 4.10)
31.54
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Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.(DSR 4.13)
31.54
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). (DSR 5.1.2)
68.31
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (DSR 5.2.2)
132.41
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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 (DSR 5.22.6)
23634.46
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Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. (DSR 5.9.1)
71.46
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Centring and shuttering including strutting, ropping etc. and removal of form work for suspended floors, roofs, landings, balconies and access platform. (DSR 5.9.3)
26.64
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Centring and shuttering including strutting,ropping etc. and removal of form for columns, pillars, piers, abutments, posts and struts.(DSR 5.9.6)
349.65
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Centring and shuttering including strutting,ropping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers.(DSR 5.9.5)
481.2
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Centring and shuttering including strutting, ropping etc. and removal of form work for suspended floors, roofs, landings, balconies and access platform. With water proof ply 12 mm thick (DSR 5.9.20)
483.24
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Brick work with common burnt clay F .P .S. (non modular) bricks of class designation 7.5 in foundation and plinth inCement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.1.2)
19.76
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Brick work with F. P. S. bricks of class designation 75 in superstructure above plinth level up to floor V level in all shapes and sizes in cement mortar 1:6 (1cement : 6 coarse sand ) (DSR 6.4.2)
112.3
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Half Brick masonry with F. P. S. bricks of class designation 75 in superstructure above plinth level up to floor V level in in cement mortar 1:4 (1cement : 4 coarse sand ) (DSR 6.13.2)
128.91
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Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. (DSR 6.15)
128.91
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 sqm (DSR 8.2.2.2)
26.64
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Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.(DSR 9.21.1)
48.51
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Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm (DSR 9.100.1)
65
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Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete
-
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300x16 mm (DSR 9.96.1)
24
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-
250x16 mm (DSR 9.96.2)
25
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-
Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete
-
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-
250x10 mm (DSR 9.97.2)
33
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-
150X10 MM (DSR 9.97.4)
33
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Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Single rubber stopper (DSR 9.101.1)
33
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-
Providing and fixing fly proof galvanised M.S wire gauze to windows and clerestory windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm. With 12 mm mild steel U beading. (DSR 9.51.2)
43.2
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Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge
-
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Profile 'B' (Single Pattam) (DSR 10.14.1.1)
144.9
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Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of onlysteel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (DSR 10.11.1)
745.2
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Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
777.6
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Steel work welded in build up section/framed work including cutting, hoisiting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. (DSR 10.25.1)
230.04
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Providing and fixing hand rail of approved size by welding etc. to steel ladder railling, balcony railling and staircase railling including applying a priming coat of approved steel primer. M.S. tube. (DSR 10.26.1)
72.42
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12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) (DSR 13.1.2)
960.56
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15 mm cement plaster on the rough side of single or half brick wall of mix :(DSR 13.2.2)
725.85
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