Housing And Urban Development Authority Tender
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Housing And Urban Development Authority - HIMUDA Tender
Civil And Construction
Eprocure
Opening Date27 Jul 2023
Closing Date7 Aug 2023
Tender Amount₹ 2,57,93,421
Costs
EMD
₹ 5,15,900Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HIMUD_76859_1Bid Award Id
ViewTender No
HIMUDA/PD/CB/Tndrntc/2023/2479Tender Authority
Housing And Urban Development Authority ViewPurchaser Address
-Website
http://http://himuda.hp.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto all leads and lifts., as directed by Engineer-in- Charge:
1233
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, amming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within all leads : All kind of soil
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Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
712.5
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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
15.3
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering including carriage of material in all leads and lifts - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)
413.95
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering including carriage of material in all leads and lifts - All work up to plinth level
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1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
30.76
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Centering and shuttering including strutting, propping etc. and removal of form work including carriage of material in all leads and lifts for :
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Foundation & plinth
24.77
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Suspended floors, roofs, landings, balconies and access platform
310.76
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
1.17
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Walls any thickness upto all heights &depths
2632.89
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Edges of slabs and breaks in floors and walls Under 20 cm wide
14.9
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Providing and laying cement concrete 1 : 2: 4 (1 cement :2 sand :4 graded stone aggregate20 mm nominal size) and curing complete excluding cost of form work including carriage of material in all leads & lifts. All works up to plinth level
198.4
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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete including carriage of material in all leads and lifts All works up to plinth level .
58.72
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Providing and laying in position specified grade of reinforced cement concrete Mixed design having a strength of M-25 , excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level including carriage of material in all leads & lifts.
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1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size)
170.49
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Reinforced cement concrete work in walls (any thickness) Mixed design having a strength of M-25 grade , including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floorfive level, excluding cost of centering, shuttering, finishing andreinforcement ncludingcarriage of material in all leads and lifts. All work above plinth level upto floor
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1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size)
83.07
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Extra cost for providing and mixing polyster triangular synthetic fibers in specified raito 6-18 mm langth signed for melting point 240-260 degree centigrade and having specific gravity of 133-140 as per IS-456 ammendment 2007 and IRC 44-2008 @ 125 gram/ 50 kg. of cement bag in all types of Cement concrete, RCC, plastering and flooring work etc. i/c carriage of material in all leads and lifts
136.32
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Reinforced cement concrete work Mixed design having a strength of M-25 grade ,in beams, suspendedfloors, roofs having slope up to 15° landings, balconies,shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level up tofloor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate20 mm nominal size including carriage of material in all leads and lifts
39.15
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Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete including cost of binding wire upto plinth leve including carriage of material in all leads and lifts. Thermo- mechanically treated bars of grade Fe-500 D or More.
46895.6
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Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in uperstructure above plinth level up to floor V level in all shapesand sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) : including carriage of material in all leads and lifts
10.66
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Brick work with common burnt clay F.P.S. (non modular)bricks of class designation 7.5 in foundation and plinthinn :Cement mortar 1:4 (1 cement : 4 coarsesand) including carriage of material in all leads and lifts
0.13
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Supplying and placing brick bats in horizontal layers filtering media dully graded screed , washed and cleaned as specified diametre ( Medium duty) the weight of cover to be not less than 80 kg. and weight of frame to be not less than 103 kg. i/c carriage of material in all leads and lifts.
19.13
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Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate 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 including carriage of material in all leads and lifts Profile 'B ' Fixing with adjustable lugs with split end tail to each jamb .
12.6
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Providing and fixing 35 mm thick panelleed glazed door shutters made of Hollock wood having styles and top rail 100 mm width and bottom rail 200 mm width, lock rail 150 mm width with pannel insert of 12 mm thick both side laminated board of approved manufacture ISI mark 2nd. class Hollock wood chamfered beading of size 38x12 mm along the pannels on both faces of shutters and providing wooden cleats and ISI marked & confirming to BIS specifications Stainless steel butt hinges with necessary screws in all complete as per drawing and specifications of Engineer-in- charge incluiding carriage of material in all leads and lifts.
2.52
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Providing and fixing 35 mm thick single/double leaf glazed window shutters made of hollock wood. having styles , top rails and bottom rails 75mm width and sash bars having size of 40X40mm i/c chamfered edged beading 20X12 mm for glass panes complete including bright finished black enamelled iron butt hinges with necessary screws including carriage of material in all leads and lifts and as per direction of Engineer-in-charge/Arch.Drawing.
1.44
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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 including carriage of material in all leads and lifts Confirming to BIS Specification
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250 mm x16 mm
1
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Providing and fixing aluminium tower bolts, ISI marked, nodised (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 including carriage of material in all leads and lifts . Confirming to BIS Specification :
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250 mm X 10
2
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150 mm X 10
4
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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 including carriage of material in all leads and lifts . Confirming to BIS Specification
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125 mm
2
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100 mm
4
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Providing and fixing bright finished brass hard drawn hooks and eyes including carriage of material in all leads and lifts : 150 mm : Confirming to BIS specification .
2
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Providing and laying heavy duty precast cement conrete inter locking paver blocks vibro compacted upto M-35 grade i/c border or kurb block grey or coloured over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for 80mm thick inter locking blocks including carriage of material in all leads and lifts confirming to BIS specifications
1040
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Cement concrete flooring 52 mm thick with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete including carriage of material in all leads and lifts .
127.43
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15mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix including carriage of material in all leads & lifts 1:4 (1 cement : 4 fine sand)
132.18
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6 mm cement plaster of mix including carriage of material in all leads & lifts :1:3 (1 cement : 3 fine sand)
11.85
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20 mm cement plaster of mix including carriage of material in all leads and lifts :- 1:6 (1 cement : 6 fine sand)
59.53
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Applying white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete including carriage of material in all leads & lifts. (i) In Wall /ceiling surface.
113.12
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Distempering with dry distemper of approved brand andmanufacture (two or more coats) of required shade onnew work, over and including water thinnable primingcoat to give an even shade including carriage of material in all leads & lifts.
113.12
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Finishing walls with 100% Premium acrylic emulsionpaint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungalresistance, dirt resistance exterior paint of requiredshade (Company Depot Tinted) with silicon additives Including carriage of material in all leads and lifts :- .New work (Two or more coats applied @1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @0.90 litre/10 sqm
149.57
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Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture Including carriage of material in all leads and lifts :
9.01
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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design Including carriage of material in all leads and lifts :-
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Inside size 900x800 cm and 450 cm deep including S.F.R.C cover with frame (light duty) HD-20 grade -560mm dia mm internal dimensions, total weight of cover and frame to be not less than 182 kg : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Confirming to BIS Specification
7
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Inside size 1200x900 cm and 900 cm deep including S.F.R.C cover with frame (heavy duty) HD -20 grade - 560mm dia internal dimensions, total weight of cover and frame to be not less than 182 kg : (a) 230 mm thick walls of brick masonry using common burnt clayt FPS ( non- modular) bricks of class designation 7.5. Confirming to BIS Specification
26
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Extra over depth for manholes including carriage of material in all leads and lifts.
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Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
0.5
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Size 120x90 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre
2.6
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Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design Including carriage of material in all leads and lifts :- Confirming to BIS Specification
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With 20 mm diameter round bar ; Confirming to BIS Specification .
132
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With 20 mm diameter square bar : Confirming to BIS Specification .
50
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Providing and fixing in position pre cast RCC man hole cover and frame of required shape and approved quality L.D. - 2 5 Rectangular shape 600 x 450 mm internal dimensions including carriage of material in all leads and lifts .Confirming to BIS Specification .
14
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc Including carriage of material in all leads and lifts :- confirming to BIS specifications .
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65 mm dia nominal bore
1095.5
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50 mm dia nominal bore
303
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25 mm dia nominal bore
296
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Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :- confirming to BIS specifications
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25 to 40 mm nominal bore
37
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50 to 80 mm nominal bore
5
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) Including carriage of material in all leads and lifts :- confirming to BIS Specifications .
-
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65 mm nominal bore
3
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50 mm nominal bore
2
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Providing and fixing dry barrel fire hydrent with 65mm dia outlet with complete with components i/c carriage of material in all leads and lifts confirming to BIS Specifications .
3
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Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 and 150 mm dia including carriage of material in all leads and lifts :- confirming to BIS Specifications .
25
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Providing & fixing (ISI marked ) cast iron cowl including carriage of material in all leads & lifts 150 mm dia
3
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Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete Including carriage of material in all leads and lifts :- Confirming to BIS specification :
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150 mm dia. R.C.C. pipe
80
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250 mm dia. R.C.C. pipe
421
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300 mm dia. R.C.C. pipe
211.5
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600 mm dia. R.C.C. pipe
95
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Constructing 'U' shape open surface drain with side wall. 23 cm thick and in cement mortar 1:4 (1 Cement : 4 Sand) and inside plastring with cement plaster 1:4 (1 Cement:4 Sand) including earth work and laying 10 cm thick cement concrete 1:4:8 (1 Cement : 4 Sand : 8 graded stone aggregate) of 40 mm nominal size) in foundation & plinth in and 7.5 cm thick cement concrete 1:2:4 (1 Cement : 2 Sand : 4 Graded stone aggregate of 20 nominal size) and finished with a floating coat of neat cement complete as per standard design 30 x.60cm including carriage of material in all leads and lifts :-
65.3
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete Including carriage of material in all leads and lifts :- Confirming to BIS specification :
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65 mm nominal bore
55
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50 mm nominal bore
16
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25 mm nominal bore
13
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Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality Including carriage of material in all leads and lifts Confirming to BIS specification :
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65 mm diameter pipe
1095.5
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50 mm diameter pipe
303
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25 mm diameter pipe
296
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Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : Including carriage of material in all leads and lifts :-
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65 mm diameter pipe
1095.5
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50 mm diameter pipe
303
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25 mm diameter pipe
296
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Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design including carriage of material in all leads and lifts :- HPPWD / CPWD Specifations will be followed .
3
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Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design Including carriage of material in all leads and lifts :- With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
5
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. including carriage of material in all leads and lifts :-
2304
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. Including carriage of material in all leads and lifts :-
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With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
345.6
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge including carriage of material in all leads and lifts :-
1468.8
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications including carriage of material in all leads and lifts :-
-
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On W.B.M. @ 0.75 Kg / sqm
7344
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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom Including carriage of material in all leads and lifts :- .
-
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On W.B.M / W.M.M. @ 0.4kg/sqm
7344
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Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy Including carriage of material in all leads and lifts :-
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For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.
7344
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2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS : 8887, using 96 kg per cum of chippings of road surface, including consolidation with road roller etc complete Including carriage of material in all leads and lifts :-
7344
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Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete Including carriage of material in all leads and lifts :- .
7344
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Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications Including carriage of material in all leads and lifts :-
232.2
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Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure onforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-incharg Including carriage of material in all leads and lifts :-
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Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm
3
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Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand,including finishing the top smooth etc. complete and as per direction of Engineer-incharge Including carriage of material in all leads and lifts .
744
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Grassing with 'Doob grass including watering and maintenance of the lawn for 30 days or more till the grass from a thick lawn free from weeds and fit for moving etc ( the cost for Doob grass shall be paid seperately) Including carriage of material in all leads and lifts :-
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In rows 5 cm. Apart in either direction
1967.67
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