Uttarakhand Agricultural Produce Marketing Board Tender
View complete overview of Uttarakhand UKAPMB Tender
Uttarakhand Agricultural Produce Marketing Board - UKAPMB Tender
Coronavirus COVID 19
Eprocure
Opening Date7 Nov 2019
Closing Date16 Nov 2019
Tender Amount₹ 1,00,00,000
Costs
EMD
₹ 2,00,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UAPMB_20748_2Bid Award Id
ViewTender No
e-nivida -1172/2019-20Tender Authority
Uttarakhand Agricultural Produce Marketing Board ViewPurchaser Address
-Website
http://https://www.ukapmb.org/
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Documents
BOQ Items
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.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level 5.33.1
58.95
-
6762.33
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.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level 5.33.2
103.67
-
7605.3
Centering shuttering including strutting, propping etc. and removal of form work Foundations, footings, bases of columns, etc. for mass concrete 5.9.1
64.75
-
203.45
Centering shuttering including strutting, propping etc. and removal of form work Columns, Pillars, Piers, Abutments, Posts and Struts 5.9.6
199.32
-
490.77
Centering shuttering including strutting, propping etc. and removal of form work Suspended floors, roofs, landings, balconies and access platform 5.9.3
388.4
-
442.99
Centering shuttering including strutting, propping etc. and removal of form work Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.5
370.22
-
359.7
Centering shuttering including strutting, propping etc. and removal of form work Staircse 5.9.7
30.48
-
439.93
Reinforcement for R.C.C work including straighting,cutting,bending ,placing in position and bending all complete Thermo-Mechanically Treated bars. 5.22.6
19149
-
59.37
230 th Brick work with brick of class designation 75 in foundation & plinth in cement mortar 1:6 6.1.2
11.57
-
4984.48
Brick work with F.P.S bricks of class 75 in super structure above structure above plinth level up to floor five level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand ) 6.4.2
141.07
-
5856.41
Half brick masonry with F.P.S bricks of class designation 75 in superstructure above plinth level up to floor five level in cement mortar 1:4 ( 1 cement : 4 coarse sand) 6.13.2
30.42
-
717.73
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). 6.15
30.42
-
59.64
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 upto 50m and lift upto 1.5m. 2.25
143.61
-
131.91
Supply & Filling in plinth with sand under floors including watering, Ramming consolidating and dressing complete . 2.27
21.73
-
962.72
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 sq.m cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth 4.17
70
-
472.42
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 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 Fixing with adjustable 14.1.1
85.05
-
357.03
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 Engineerin-charge:(profile c) Fixing with adjustable lugs with split end tail to each jamb 14.2.1
118.5
-
381.36
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 9.21.1
28.67
-
1636.18
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). 10.11.1
482.1
-
119.17
Providing/fixing M.S. grills of riquired pattern in frames of windows etc. with M.S. flat, square or round bars etc. all complete Fixed to steel windows by welding. 9.48.1
482.1
-
109.78
Providing & fixing of wire mesh (mosquito jalli) with labour & material comlete With 12 mm mild steel U beading. 9.51.2
32.14
-
626.25
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with Float glass panes of thickness 4 mm 10.30.1
32.14
-
722.81
Providing/fixing M.S. railing of riquired pattern in frames of windows etc. with M.S. flat, square or round bars etc. all complete 9.48.1
335.55
-
109.78
12mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6 fine sand) mortar 13.1.2
558.62
-
168.21
15mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6 fine sand) mortar 13.2.2
558.62
-
194.27
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. 13.80
940.45
-
91.63
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer. 13.41.1
940.45
-
98.29
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 priming coat of exterior primer applied @ 2.20 kg/10 sqm)13.47.1
493.23
-
101.54
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 of suitable sq.m shade with ordinary paint of approved brand and manufacture. 13.62.1
171.53
-
117.8
Providing and laying vitrified floor tiles 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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm 11.41.2
221.1
-
1174.25
P/L Ceramic glazed floor tiles 300 x 300 mm of 1st quality conforming to I.S : 15622 of approved make in colours such as White , Ivory , Grey Fume, Red Brown laid on 20 mm thick cement mortar 1:4 including pointing the joints with white cement and matching pigment etc . complete. 11.37
29.8
-
722.08
P/F 1st quality ceramic glazed wall tiles conforming to IS : 15622 of approved make in colours , shades except burgandy , bottel green , black of any sizes as approved by Engineer -in -Charge in skirting , risers of steps and dados over 12 mm thick bed of cement mortar 1:3 and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 11.36
103.08
-
781.3
Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Udaipur green marble 11.23.5
161.15
-
1667.28
Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms. 9.109
14
-
33.73
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 100x10 mm 9.97.5
28
-
51.61
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 9.100.1
28
-
53.6
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. 9.101.1
14
-
28.9
22.7.1 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 22.7.1
201.73
-
1085.35
22.5 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.
17.17
-
312.92
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. 11.4
625
-
582.46
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 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. 16.68
660
-
645.87
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. 2.8.1
42.45
-
132.12
Providing and laying in cement concrte 1:4:8(1cement :4fine sand:08graded brick aggregated 40mm .nominal size.) and curing complete including cost of form work in foundation and floors. 4.1.8
2.88
-
4697.58
40mm cement flooring in 1:2:4 mix finshed with a floating coat of neat cement including cement slurry etc., 11.3.1
6
-
380.37
Supplying and stacking at site.63 mm to 45 mm size stone aggregate 16.3.2
0.13
-
1520.32
Brick work with brick of class designation 75 in foundation & plinth in cement mortar 1:6 6.1.2
9.77
-
4984.48
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) 13.8.2
16.5
-
253.33
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- 2.5Rectangular shape 600x450 mm internal dimensions 19.19.1.1
2
-
1125.63
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 :With 20x20 mm square bar 19.15.1
8
-
281.08
Providing units of reinforced cement concrte 1:1.5:3(1cement :1.5 coarse sand:3graded stone aggregate 20mm. nomnal size) of strength not less than M-200 in lintels and band over door and windows excluding supply of reinforcement and its bending including 5.2.2
1.85
-
7495.94
R.C.C work including straighting ,cutting ,bending, placing in position and bending all complete TMT 5.22.6
218
-
59.37
Centering and shuttering including strutting, propping etc. and removal of form for all heights :Suspended floors, roofs, landings, balconies and access platform. 5.9.3
8.54
-
442.99
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 5.9.2
1.35
-
397.15
Providing and fixing soil, waste and vent pipesCentrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. : 100 mm dia 17.35.1.2
5
-
966.81
Providing and fixing single equal plain junction of required degree :100x100x100 mm Sand cast iron S&S as per IS - 1729 17.44.1.1
2
-
576.79
Providing and fixing plain bend of required degree. 100 mm Sand cast iron S&S as per IS - 1729 17.39.1.1
1
-
454.95
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 50 mm dia nominal bore 18.10.6
93.06
-
359.49
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore 18.17.6
2
-
2013.56
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), 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 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 455x610 mm and 45 cm deep for single pipe line : for sanitary building 19.30
14
-
5011.44
Providing and laying non-pressure NP2 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 : 100 mm dia. R.C.C. pipe 19.6.1
93.06
-
341.5
Providing and laying non-pressure NP2 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 : 300 mm dia. R.C.C. pipe 19.6.4
10
-
543.96
Earth work in excavation in trenches for foundation and for pipes cables etc. in ordinary soil including fitup to 1.5m and dressing of sides and ramming bottoms and disposal of surplus excavated earth as directed by the engineer with in a lead of 50m. 2.8.1
31.04
-
132.12
Diluting and injecting chemical emulsion (Chlorpyriphos/Lindane E.C. 20% with sq.m 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). 1-26-2
45
-
273.3
Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded stone aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level 4.1.8
6.77
-
4697.58
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.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level 5.33.1
8.76
-
6762.33
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.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level 5.33.2
13.28
-
7605.3
Centering shuttering including strutting, propping etc. and removal of form work Foundations, footings, bases of columns, etc. for mass concrete 5.9.1
9.12
-
203.45
Columns, Pillars, Piers, Abutments, Posts and Struts 5.9.6
11.52
-
490.77
Suspended floors, roofs, landings, balconies and access platform 5.9.3
35.98
-
442.99
Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.5
92.57
-
359.7
Reinforcement for R.C.C work including straighting,cutting,bending ,placing in position and bending all complete Thermo-Mechanically Treated bars. 5.22.6
2595
-
59.37
230 th Brick work with brick of class designation 75 in foundation & plinth in cement mortar 1:6 6.1.2
4.83
-
4984.48
Brick work with F.P.S bricks of class 75 in super structure above structure above plinth level up to floor five level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand ) 6.4.2
18.17
-
5856.41
Half brick masonry with F.P.S bricks of class designation 75 in superstructure above plinth level up to floor five level in cement mortar 1:4 ( 1 cement : 4 coarse sand) 6.13.2
40.59
-
717.73
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). 6.15
40.59
-
59.64
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 upto 50m and lift upto 1.5m. 2.25
16.11
-
131.91
Supply & Filling in plinth with sand under floors including watering, Ramming consolidating and dressing complete . 2.27
3.15
-
962.72
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 sq.m cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth 4.17
28
-
472.42
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 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 Fixing with adjustable 10.14.1.1
41.7
-
357.03
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 Engineerin-charge:(profile c) Fixing with adjustable lugs with split end tail to each jamb 10.14.2.1
27
-
381.36
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 9.21.1
16.38
-
1636.18
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). 10.11.1
67.5
-
119.17
Providing/fixing M.S. grills of riquired pattern in frames of windows etc. with M.S. flat, square or round bars etc. all complete Fixed to steel windows by welding. 9.48.1
67.5
-
109.78
Providing & fixing of wire mesh (mosquito jalli) with labour & material comlete With 12 mm mild steel U beading. 9.51.2
4.5
-
626.25
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with Float glass panes of thickness 4 mm 10.30.1
4.5
-
722.81
12mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6 fine sand) mortar 13.1.2
89.97
-
168.21
15mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6 fine sand) mortar 13.2.2
89.97
-
194.27
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. 13.80
95.86
-
91.63
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer. 13.41.1
95.86
-
98.29
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. 13.45.1
115.64
-
101.54
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 of suitable sq.m shade with ordinary paint of approved brand and manufacture. 13.62.1
50.56
-
117.8
P/L Ceramic glazed floor tiles 300 x 300 mm of 1st quality conforming to I.S : 15622 of approved make in colours such as White , Ivory , Grey Fume, Red Brown laid on 20 mm thick cement mortar 1:4 including pointing the joints with white cement and matching pigment etc . complete. 11.37
31.57
-
722.08
P/F 1st quality ceramic glazed wall tiles conforming to IS : 15622 of approved make in colours , shades except burgandy , bottel green , black of any sizes as approved by Engineer -in -Charge in skirting , risers of steps and dados over 12 mm thick bed of cement mortar 1:3 and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 11.36
122.02
-
781.3
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.9.83
2
-
434.76
Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms. 9.109
6
-
33.73
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 100x10 mm 9.97.5
12
-
51.61
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 9.100.1
12
-
53.6
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. 9.101.1
6
-
28.9
22.7.1 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
63.24
-
1085.35
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid 17.3.1
4
-
4818.84
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 single 15 mm C.P. brass pillar tap 17.7.2
6
-
2119.61
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 17.1.1
2
-
3665.42
Providing and fixing G.I. pipes complete with G.I. fittings andclamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall etc. 15mm dia nominal bore 18.10.1
47.3
-
195.53
Providing and fixing G.I. pipes complete with G.I. fittings andclamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall etc. 25 mm dia. nominal bore 18.10.3
19.5
-
259.99
Providing and fixing G.I. pipes complete with G.I. fittings andclamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall etc. 50 mm dia. nominal bore 18.10.6
66
-
495.55
Providing and fixing ball valve (brass) of approved quality complete High or low pressure with plastic floats 25 mm dia. nominal bore 18.18.1
2
-
301.33
Providing and fixing gun metal non- return valve of approved quality (screwed end) :25 mm nominal bore 18.19.1
2
-
430.56
Providing and fixing uplasticised PVC connection pipe with brass unions :15mm nominal bore 18.21.2.1
6
-
71.12
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. 18.48
1000
-
7.61
Providing and fixing soil, waste and vent pipes :Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 100MM 17.35.1
43.65
-
905.08
Providing and fixing soil, waste and vent pipes :Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 75MM 17.35.2
14.55
-
833.48
Providing and fixing plain bend of required degree. 100 mm Sand cast iron S&S as per IS : 3989 17.39.1.2
10
-
351.36
Providing and fixing single equal plain invert branch of required degree :100x100x100 mm Sand cast iron S&S as per iron 1729 17.50.1.1
4
-
528.07
Providing and fixing collar :100 mm Sand cast iron S&S as per IS - 3989 17.57.1.2
6
-
368.41
Providing and fixing plain bend of required degree. 75 mm Sand cast iron S&S as per IS - 3989 17.39.2.2
6
-
260.36
Providing and fixing single equal plain invert branch of required degree :Sand cast iron S&S as per IS - 3989 75x75x75 mm Sand cast iron S&S as per IS - 3989 17.50.2.2
2
-
416.3
Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100 mm Sand cast iron S&S as per IS - 3989 17.47.1.2
4
-
830.23
Providing and fixing 600 x 455 mm. bevelled edge mirror of Saint Gobin or Modi float glass complete with 6 mm. thick hard board ground fix to wooden cleats with CP brass screws and washers etc. complete. 17.31
6
-
858.03
Providing and fixing terminal guard :Sand cast iron S&S as per IS - 3989 17.56.1.2
5
-
350.16
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 :Sand cast iron S&S as per IS - 3989 17.60.2.1
8
-
1125.37
Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :100 mm dia 17.58.1
28
-
325.14
Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :100 mm dia 17.59.1
12
-
65.04
Providing and fixing brass bib cock of approved quality :15 mm nominal bore 18.15.1
5
-
272.84
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore 18.52.1
4
-
572.7
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore 18.53.1
6
-
499.01
Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 18.65
6
-
117.8
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms 17.73.1
6
-
409.32
Providing and fixing toilet paper holder :C.P. brass 17.34.1
4
-
404.23
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. 2.8.1
42.45
-
132.12
Providing and laying in cement concrte 1:4:8(1cement :4fine sand:08graded brick aggregated 40mm .nominal size.) and curing complete including cost of form work in foundation and floors. 4.1.8
2.88
-
4697.58
40mm cement flooring in 1:2:4 mix finshed with a floating coat of neat cement including cement slurry etc., 11.3.1
6
-
380.37
Supplying and stacking at site.63 mm to 45 mm size stone aggregate 16.3.2
0.13
-
1520.32
Brick work with brick of class designation 75 in foundation & plinth in cement mortar 1:6 6.1.2
9.77
-
4984.48
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) 13.8.2
16.5
-
253.33
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- 2.5Rectangular shape 600x450 mm internal dimensions 19.19.1.1
2
-
1125.63
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 :With 20x20 mm square bar 19.15.1
8
-
281.08
Providing units of reinforced cement concrte 1:1.5:3(1cement :1.5 coarse sand:3graded stone aggregate 20mm. nomnal size) of strength not less than M-200 in lintels and band over door and windows excluding supply of reinforcement and its bending including 5.2.2
1.85
-
7495.94
R.C.C work including straighting ,cutting ,bending, placing in position and bending all complete TMT 5.22.6
218
-
59.37
Centering and shuttering including strutting, propping etc. and removal of form for all heights :Suspended floors, roofs, landings, balconies and access platform. 5.9.3
8.54
-
442.99
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 5.9.2
1.35
-
397.15
Providing and fixing soil, waste and vent pipesCentrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. : 100 mm dia 17.35.1.2
5
-
966.81
Providing and fixing single equal plain junction of required degree :100x100x100 mm Sand cast iron S&S as per IS - 1729 17.44.1.1
2
-
576.79
Providing and fixing plain bend of required degree. 100 mm Sand cast iron S&S as per IS - 1729 17.39.1.1
1
-
454.95
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 50 mm dia nominal bore 18.10.6
93.06
-
359.49
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore 18.17.6
2
-
2013.56
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), 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 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 455x610 mm and 45 cm deep for single pipe line : for sanitary building 19.30
14
-
5011.44
Providing and laying non-pressure NP2 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 : 100 mm dia. R.C.C. pipe 19.6.1
93.06
-
341.5
Providing and laying non-pressure NP2 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 : 300 mm dia. R.C.C. pipe 19.6.4
10
-
543.96
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