Bridge Ropeway Tunnel And Other Infrastructure Development Corporation Of Uttarakhand Limited Tender
View complete overview of Uttarakhand BRIDCUL Tender
Bridge Ropeway Tunnel And Other Infrastructure Development Corporation Of Uttarakhand Limited - BRIDCUL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date11 Nov 2022
Closing DateCancelled
Tender Amount₹ 19,50,16,000
Costs
EMD
₹ 39,00,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_BRID2_51520_1Bid Award Id
ViewTender No
1889/BRIDCUL/777/2022 Dated 09.11.2022Tender Authority
Bridge Ropeway Tunnel And Other Infrastructure Development Corporation Of Uttarakhand Limited ViewPurchaser Address
-Website
http://http://bridcul.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Diluting and injecting chemical emulsion (Chlorpyriphos/Lindane E.C. 20% with 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made for the foundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of Building shall be measured for Payment).
3463.1
-
-
Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.
345
-
-
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
351.3
-
-
CONCRETE WORK
-
-
-
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)
852
-
-
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).
297.8
-
-
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).
88.3
-
-
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 apiece of cloth lightly soaked in kerosene oil.
330
-
-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth
412.1
-
-
REINFORCED CEMENT CONCRETE WORK
-
-
-
Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
228.7
-
-
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. 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 aggregate 20 mm nominal size)
110.6
-
-
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-in-charge. All works upto plinth level
190.7
-
-
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-in-charge. All works above plinth level
248.2
-
-
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 grade 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. (Note :-Minimum Cement content considered in this item is @ 330 kg/cum. Excess cement used as per design mix is NOT payable separately). All works above plinth
2450.5
-
-
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 grade 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. (Note :-Minimum Cement content considered in this item is @ 330 kg/cum. Excess cement used as per design mix is NOT payable separately). All works above plinth level
2001.4
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars
513437.7
-
-
Centring and shuttering including strutting,ropping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete.
803.9
-
-
Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform upto any height
647.3
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts.
5058
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
7239.8
-
-
Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick upto any height
5057
-
-
Suspended floors, roofs, landings, balconies and access platform upto any height.
1628.2
-
-
Shelves (cast in situ)
36.1
-
-
BRICK WORK
-
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
203.1
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
1935.2
-
-
Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level Cement mortar 1:4 (1 cement : 4 coarse sand)
785.3
-
-
Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry (with F.P.S. bricks).
785.3
-
-
MARBLE WORK
-
-
-
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
106.5
-
-
WOOD & P.V.C WORK
-
-
-
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.
89
-
-
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
243
-
-
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
-
-
-
300x16 mm
70
-
-
250x10 mm
86
-
-
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
-
-
-
250x10 mm
88
-
-
150X10 MM
83
-
-
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
31
-
-
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.
104.8
-
-
Providing and fixing chromium plated brass casement stays (straight peg type) with necessary screws etc. complete : 300 mm weighing not less than 330 gms
7
-
-
Providing and fixing 25mm thick pre-laminated medium density fibre board exterior grade ( Grade-I) IS:14587:1998 marked one side decorative and other side balancing lamination for cupboard shutters edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand including ISI marked nickeled plated bright finishing M.S. piano hinges IS:3818 marked with necessary screwed complete.
15
-
-
Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc.
complete.
8
-
-
Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. Double strip (horizontal type)
8
-
-
ALUMINIUM WORK
-
-
-
Providing and fixing aluminium work for doors, windows, ventilatorsand partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required includingcleat angle, Aluminium snap beading for glazing / paneling, C.P.brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelingand dash fasteners to be paid for separately) :Anodised aluminium (anodised transparentor dyed to required shade according to IS:1868, Minimum anodic coating of grade AC15
512.3
-
-
Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS:
12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin- charge. Pre-laminated particle board with decorative laminationon both sides
148.7
-
-
STEEL WORK
-
-
-
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
-
-
-
Profile 'B' (Single Pattam)
282.5
-
-
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 only steel members shall be measured for payment).
59.9
-
-
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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
1262.3
-
-
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
395.1
-
-
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4mm thick glass panes
18.6
-
-
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes
91
-
-
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.
9060.6
-
-
FLOORING
-
-
-
Providing and laying vitrified floor tiles double charge/full body in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm
2729.5
-
-
Providing and laying Vitrified tiles double charge/full body in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm
451.2
-
-
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
405.3
-
-
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) Acid and alkali resistant tile
33.5
-
-
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
2.4
-
-
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
1271.4
-
-
Providing and laying flamed finish Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by th e Engineerin- Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
3383.7
-
-
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, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
292
-
-
52 mm thick cement concrete flooring 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.
1.4
-
-
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase
514.9
-
-
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.
19
-
-
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 IS : 110 mm diameter
226.7
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised 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. Coupler 110 mm
38
-
-
Bend 87.5 degree 110 mm bend
19
-
-
Shoe (Plain) 110 mm Shoe
19
-
-
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including 110 mm
105
-
-
FINISHING
-
-
-
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
11977.3
-
-
12 mm thick cement plaster in 1:4 ( 1 cement and 4 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work.
242.1
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand)
2091.4
-
-
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) chajja only
4.7
-
-
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm
578.5
-
-
Finishing walls with Premium Acrylic Smooth Exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
1465
-
-
Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose
the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made
separately).
3058.3
-
-
Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove
2038.9
-
-
Extra for washed grit plaster on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
833.5
-
-
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster
201.3
-
-
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
18435.1
-
-
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.Two coats
18704.9
-
-
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
18790
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture
2561.1
-
-
French spirit polishing :Two or more coats on new works including a coat of
wood filler
78.1
-
-
Providing and laying pressed clay tiles (as per approved pattern 20mm nominal thickness of approved size) on roofs jointed withcementmortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral waterproofing compound, laid over a bed of 20 mm thick cement mortar1:4 (1 cement : 4 coarse sand) and finished neat complete.
17.9
-
-
Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat : With common burnt clay F.P.S. (non modular) brick tiles of class designation 10
735.8
-
-
Extra for washed grit plaster on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
205.8
-
-
FALSE CEILING
-
-
-
Providing and fixing Gl Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing 'C' wall angle of size 20x30x20 mm made of 0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to centre, suspending the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of Gl steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip in tiles into spring T with :
-
-
-
GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending.
1313.3
-
-
WATER PROOFING
-
-
-
Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: With common burnt clay F.P.S. (non modular) brick tiles of class designation 10
17.2
-
-
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
196.9
-
-
Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
246
-
-
Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, blackfinished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as
350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3 mm thick MAKE- ASIAN PAINTS
1561.9
-
-
EXPANSION JOINT
-
-
-
Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). Wall Joint of 100 mm gap
36
-
-
Rain Water Harvesting
-
-
-
Supplying and stacking at site. Over burnt (Jhama) brick aggregate 90 mm to 45 mm
31.7
-
-
Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture 150 mm diameter S.W, pipe
222
-
-
Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement 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 : With common burnt clay F.P.S.(non modular) bricks of
class designation 7.5
16
-
-
Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5kg
16
-
-
Water Supply Work
-
-
-
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall
-
-
-
15 mm dia nominal bore
145
-
-
20 mm dia nominal bore
55
-
-
25 mm dia nominal bore
10
-
-
32 mm dia nominal bore
20
-
-
40 mm dia nominal bore
30
-
-
50 mm dia nominal bore
65
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
-
-
-
50 mm dia nominal bore
35
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
-
-
-
15 mm nominal outer dia Pipes
370
-
-
20 mm nominal outer dia Pipes
180
-
-
25 mm nominal outer dia Pipes
90
-
-
32 mm nominal outer dia Pipes
75
-
-
40 mm nominal outer dia Pipes
45
-
-
50 mm nominal outer dia Pipes
59
-
-
75 mm nominal inner dia Pipes
45
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
-
-
-
25 mm nominal inner dia Pipes
50
-
-
32 mm nominal inner dia Pipes
50
-
-
75 mm nominal inner dia Pipes
25
-
-
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
-
-
-
15 mm nominal bore
101
-
-
20 mm nominal bore
47
-
-
25 mm nominal bore
30
-
-
32 mm nominal bore
44
-
-
40 mm nominal bore
15
-
-
50 mm nominal bore
30
-
-
80 mm nominal bore
14
-
-
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore
154
-
-
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. : 15 mm nominal bore
23
-
-
Providing and fixing uplasticised PVC connection pipe with brass unions 30 cm length 15 mm nominal bore
8
-
-
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore
158
-
-
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. 15 mm nominal bore
36
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :15 mm nominal bore
1
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore
36
-
-
Providing and fixing gun metal non- return valve of approved quality (screwed end) :32 mm nominal bore (Horizontal)
1
-
-
Providing and fixing gun metal non- return valve of approved quality (screwed end) :25 mm nominal bore (Horizontal)
1
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
-
-
-
20 mm nominal bore
26
-
-
25 mm nominal bore
7
-
-
32 mm nominal bore
15
-
-
40 mm nominal bore
6
-
-
Providing and fixing gun metal non- return valve of approved quality (screwed end) :
-
-
-
50 mm nominal bore (Horizontal)
2
-
-
80 mm nominal bore (Horizontal)
1
-
-
REDUCER
-
-
-
Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in-charge.
-
-
-
For 28.58 mm x 22.22 mm outer dia pipe
5
-
-
For 34.00 mm x 28.58 mm outer dia pipe
5
-
-
For 42.70 mm x 22.22 mm outer dia pipe
2
-
-
For 42.70 mm x 34.00 mm outer dia pipe
4
-
-
TERRACE TANK
-
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Circular tank make SINTEX
61500
-
-
Supply and installation of Kirloskar make (2 HP) Single phase
9
-
-
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and
fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
27
-
-
EUROPEAN W.C.
-
-
-
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
48
-
-
WASH BASIN
-
-
-
Providing and fixing Under Counter wash Basin with Fixing Accessories, Size: 605x430x200 mm, Shape: Oval
12
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
67
-
-
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
12
-
-
LABORATORY SINK
-
-
-
Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass wasteand 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making goodthe wall wherever required : Size 450x300x150 mm
6
-
-
KITCHEN SINK
-
-
-
Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 250 mm
4
-
-
URINAL
-
-
-
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern
22
-
-
Providing and fixing soil , waste and vent pipes: S.C.I S&S pipe as per IS:1729
-
-
-
100 mm dia
400
-
-
75 mm dia
508
-
-
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth Nos. 102mm, height of 75mm with concealed fitting arrangements weighing not less than 106 gms.
82
-
-
Providing and fixing M.S holder-bat clamps of approved design to PVC/Sand Cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc.
-
-
-
For 100 mm dia pipe
165
-
-
For 75 mm dia pipe
198
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete
-
-
-
100 mm diameter pipe
77
-
-
75 mm diameter pipe
81
-
-
Providing and fixing plain bend of required degree wbolts and nuts complete
-
-
-
100 mm diameter pipe
77
-
-
75 mm diameter pipe
81
-
-
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Sand Cast Iron S&S as per IS: 1729
96
-
-
Providing and fixing floor drain points formed out of 65 mm dia PVC ,elbow, including with 75mm dia Stainless Steel grating with frame, embedded in floor, all complete as directed.
1
-
-
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing
78
-
-
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 453x357 mm
1
-
-
TERMINAL GUARD
-
-
-
Providing and fixing terminal guard 100 mm Sand cast iron S&S as per IS - 1729
20
-
-
Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm Nos. wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colours weighing not less than 80 gms
15
-
-
Providing and fixing The perfect storage water heater (Jaquar ELENA) Product Dimensions (in mm) 10 Litres W328XH328XD295
8
-
-
Providing and fixing Shower Model Jaquar BSH-1771 Body Shower Concealed Type 130X120mm Rectangular Shape with Installation Box & Rubit Cleaning System
8
-
-
COLLER (FOR SOIL PIPE)
-
-
-
Providing and fixing collar : Sand cast iron S&S as per IS - 1729
-
-
-
100mm
86
-
-
75 mm
110
-
-
Providing and fixing PTMT Bottle Trap for Wash basin and sink.. Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms
5
-
-
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms..
6
-
-
Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than300 gms.
3
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets and dressing of sides, ramming 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 a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
333
-
-
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter
5
-
-
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 200 mm diameter
328
-
-
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :150 mm diameter S.W. pipe
5
-
-
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 200 mm diameter S.W. pipe
328
-
-
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
-
-
-
100x100 mm size P type
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
39
-
-
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 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 : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
-
-
-
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, totalweight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
45
-
-
Extra depth for manholes Size 90x80 cm With F.P.S brick class designation 75
5.5
-
-
Saptic Tank
-
-
-
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)
188
-
-
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 Rectangular shape 600x450 mm internal dimensions
5
-
-
Providing and fixing plain bend of required degree. Inlet & Outlet Pipe 100 mm dia
6
-
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
3
-
-
Boundary Wall
-
-
-
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire
112
-
-
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
688.1
-
-
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
112
-
-
MODULAR KITCHEN (@ 2400 mm X 4000 mm) as per design, drawing and direction of engineer in charge
1
-
-
Providing and fixing Tata Pravesh Steel Door With Vision Panel 200mmX300mm as per desing drawing & directed by Engineer-in-charge:
-
-
-
Providing and fixing Tata Pravesh Steel Door with or without top ventilator with clear glass and grill
DOOR LEAVES Constructed from 0.0008m (22SWG) thick pass Galvanized Iron Sheet (Conform to IS 277)
THICKNESS 0.046m
IN FILL Honeycomb Kraft Paper
DOOR FRAMES Conform to IS 4351:2003, Constructed from 0.0012m (18SWG) thick skin pass Galvanized Iron Sheet (Conform to IS 277) formed to single rebate profile of size.
PROFILE DIMENSIONS 0.1mx0.058m
VISION GLASS MATERIAL 0.006m clear float glass
SHAPE Circular, square or rectangular
CIRCULAR DIA 0.33m
RECTANGULAR DIMESNSIONS 0.2mx0.3m, 0.45mx0.75m & 0.35mx0.75m
ASSESSORIES
HINGES MATERIAL stainless steel ball bearing but hinges
DIMENSION 0.102mx0.076m
THICKNESS 0.0003m
LOCK Mortise Sash Lock with Lever Handles, Mortise Dead Bolt, Mortise Latch, Panic Devices etc. can be provided as required FLUSH BOLTS (DOUBLE DOORS) Concealed extended lever action flush bolts provided on the top of the door to the leading stile edge
DOOR CLOSER Doors are made suitable to receive a large variety of door closers
complete as per the direction of Engineer-in-charge (as per Drawing)
604
-
-
Providing and fixing Tata Pravesh Steel OYSTER Window with top ventilator and grill casement type openable with glass and flymesh shutter complete in all respect
WINDOW FRAMES AND LEAVES Skin Pass Galvanized Iron Sheet (as per IS 513"D" Quality, Galvanized as per IS 277 with Hot Zinc Coating of 120 grams/Sq. Mtr & thickness of 0.0006m)
WINDOW SHUTTER 0.0006m (24SWG) Thick Skin Pass Galvanized Iron Sheet WINDOW FRAME 0.008m (22SWG) Thick Skin Pass Galvanized Iron Sheet of size 0.08mx0.045m
MULLION 0.008m (22SWG) Thick Skin Pass Galvanized Iron Sheet of size 0.08mx0.06m
VISION GLASS 0.004m clear float glass in rectangular shape. Height and width at least 0.0088m less than that of the shutter height and width
FINISH Coated with Zinc Phosphate Primer or Thermosettng Polyurethane paint of Aliphatic Grade providing high levels of scratch resistance and durability
MS GRILL 0.01m square MS bright bars
ACCESSORIES SSPin type Hinges-1 set; Polypropylene Handle-1; Friction Stay Powder Coated-1; MS powder coated Tower bolt-2 (Ethyl Propylene Diamine Monomer (EPDM) should be used all around glass in shutter for fixing of glass); corner brackets-4 (made of Polypropylene each per shutter and frame)
ASSEMBLY AND INSTALLATION The frame & shutter section be cut to length and miter joined with corner brackets made of Polypropylene. Mullion section should be joined with frame/Mullion using Nut and Bolt, (Ethyl Propylene Diamine Monomer (EPDM) Gasket should be used all around glass. Window frame should be fixed to brick/concrete masonry by using Nylon self expanding sleeves and driving MS electroplated 0.006mx0.095m long screws into the sleeves through frame. complete as per the direction of Engineer-in-charge (as per Drawing)
441.5
-
-
Providing and fixing Tata Pravesh Steel VENTILATOR with grill and frosted glass of different sizes manufactured from 0.6mm thick skin pass GI sheet and frame from 0.8mm thick pass GI sheet having Zn coating of 120 gsm conforming to IS 277. Grill provided is made from 10 mm MS rectangular shaped bars. Outer surface of window shutter and frame is finised with pure polyester powder coating of thickness not less than 60 micron and wood finish over and above this (if required) complete as per the direction of Engineer-in-charge (as per Drawing)
105.5
-
-
Landscaping
-
-
-
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
1350
-
-
Construction of embankment with approved material obtained from borrow pits (including cost of compensation for earth taken from private land) with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
270
-
-
Trenching in ordinary soil up to a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling with in a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
270
-
-
Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure(the good earth shall be paid for separately)
1350
-
-
Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm
202.5
-
-
Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).
135
-
-
Supplying & Stacking of Selection No.1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge.
1350
-
-
Providing and fixing M. S. tree guard 50 cm square in plan, height 1.40 metre above ground level and 0.50 metre below ground level. The vertical members shall consist of four nos of angle iron of size 25x25x5 mm 1.9 long, one at each corner and 8 nos flat iron of size 25x5 mm 1.4 long. The vertical members shall be welded to 4 nos 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two coats of paint of approved brand and manufacture over a coat of primer, complete in all respect.
6
-
-
Providing and Displaying Cineraria dwarf in different colour with fresh & healthy foliage well developed in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.
6
-
-
Road and Drain Work
-
-
-
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method. Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.For Grading I Material
178.2
-
-
WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By Mechanical Means
174.8
-
-
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means
126.1
-
-
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work.(Based on PWD specifications)
119.4
-
-
Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed
side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion,
construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
249.8
-
-
Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
13.1
-
-
Outer Drain Work
-
-
-
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
144.2
-
-
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work.(Based on PWD specifications)
44.5
-
-
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 In 1:4 Cement mortar
39
-
-
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
360.4
-
-
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
35.2
-
-
Footpath
-
-
-
Providing and laying 80mm thick faciory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
471.5
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements