Moradabad Development Authority Tender
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Moradabad Development Authority Tender
Building Construction
Eprocure
Opening Date4 Aug 2018
Closing Date29 Aug 2018
Tender Amount₹ 9,17,25,000
Costs
EMD
₹ 18,35,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MDA_236141_1Bid Award Id
ViewTender No
209/MDA/CE/18 Dt 31-07-2018 TBTender Authority
Moradabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Filling of Cartage earth.
1893.04
-
312
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.
286.08
-
5200
Sand filling in plinth under floors including watering , ramming, consolidating and dressing complete including lead upto 50m and lift upto 1.5m excluding cost of sand.
207
-
480
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) M-20 as per design mix including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete.
-
-
-
(i) R.C.C. work in Lintel
47.76
-
7100
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) M-20 as per design mix including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete.
R.C.C. work in Slab
-
-
-
Same as above for ground floor
197.16
-
7650
Same as above for First floor
197.16
-
7650
Same as above for Second floor
197.16
-
7726.5
Same as above for Third floor
197.16
-
7803.77
Same as above for Mumty floor
7.04
-
7803.77
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) M-20 as per design mix including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete.
R.C.C. work in Beam
-
-
-
Same as above for ground floor
109.64
-
7700
Same as above for First floor
109.64
-
7700
Same as above for Second floor
109.64
-
7777
Same as above for Third floor
109.64
-
7854.77
Same as above for Mumty floor
27.6
-
7854.77
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) M-20 as per design mix in raft foundation and footing excluding of reinforcement including its bending the same with 24 BWG binding wire and necessary centering & shuttering etc and also including supply of all material, labour, T&P etc. required for proper completion of work. R.C.C. work in Footing
266.68
-
6450
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) M-20 as per design mix (Upto plinth level)
-
-
-
Same as above for ground floor
40.16
-
6450
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) M-20 as per design mix including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. (FOR COLUMN)
52.16
-
8000
Same as above for First floor
52.16
-
8000
Same as above for Second floor
52.16
-
8080
Same as above for Third floor
52.16
-
8160.8
Same as above for Mumty floor
5.64
-
8160.81
First Class brick work in 1:6 cement and coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand)
3.56
-
4500
Class -150 Brick work in 1:6 (1cement :6 coarse sand ) in super-structure above plinth level up to floor two level (up to two storeys) including supply of all matirals, labour & t&p req. for all completion of the work.
-
-
-
Same as above for ground floor
50.36
-
5120
Same as above for First floor (Add 1% on over all rate)
50.36
-
5171.2
Same as above for Second floor
50.36
-
5222.91
Same as above for Third floor
50.36
-
5275.14
Same as above for Mumty floor
39.64
-
5275.15
Same as in item no. 14 but in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work.
-
-
-
Same as above for ground floor
323.76
-
5190
Same as above for First floor
323.76
-
5241.9
Same as above for Second floor
323.76
-
5294.32
Same as above for Third floor
323.76
-
5347.26
Same as above for Mumty floor
71.04
-
5347.27
Providing & fixing ISI marked flush door shutters conforming IS: 2202 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 (a) 32mm thick.
2094.12
-
1350
Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.
-
-
-
Providing & fixing of hold fast for chaukhats of doors and windows.
5616
-
59
Providing & fixing of door / windows grill.
27028.8
-
59
Providing & fixing of Z-Section windows
14333.76
-
59
with openable panel
-
-
-
Providing & fixing of angle iron door
-
-
-
chaukhat 35*35*5
26145.6
-
59
P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks.
-
-
-
Same as above for ground floor
668.28
-
5600
Same as above for First floor
449.72
-
5600
Same as above for Second floor
449.72
-
5656
Same as above for Third floor
449.72
-
5656
Same as above for Mumty floor
62.12
-
5712.56
Fixing of Door, windows / ventilators chaukhats in position.
-
-
-
(a) Door chaukhats
1176
-
80
(b) Window chaukhats
384
-
70
(c) Ventilator chaukhats
384
-
40
15 mm cement plaster 1:6 (Cement & Coarse sand) in single coat on fair side of single or half brick wall for interior plastering including internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. no extra for mixing any additive.
-
-
-
Same as above for ground floor
450.92
-
163
Same as above for First floor
450.92
-
163
Same as above for Second floor
450.92
-
164.63
Same as above for Third floor
450.92
-
166.28
12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 Coarse sand.
11898.48
-
150
12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 Coarse sand
21549.92
-
150
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
9240.96
-
34.15
Supply and fixing 6 mm (1/4") thick China glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tools and plants etc. required for proper completion of the work.
2999.84
-
900
Supply & fixing 6 mm thick China white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry, jointing and polishing complete including supply of all materials, labour and T & P etc required for proper completion of the work.
633.6
-
900
Supply and fixing of 3.8 to 4.7 mm thick glass panes of ISI approved quality with equal or equivalent ISI marks .brads and putty and springs for window and ventilator m.s section of wherever is required on other places including cartage of all items
796.32
-
550
Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal sizelaid in onelayer neat cement (25 mm thick floor).
667.96
-
500
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) of size 20mm nominal size) laid in one layer finished with a floating coat of neat cement, 40mm thick floor.
5374.44
-
330
2 cm thick cement plaster in dado or skirting in 1:2 conssitingof one part of cement and 2 parts of approved coarse sand laid in panels, with 3mm floating coat of neat cement or cement & marble dust in ratio of 5:1 including supply of all materials labour and T & P etc required for proper completion of the work.
1176.8
-
200
Providing & fixing strips of 5.5 mm thickness in joints of floor and skirting at the time of laying floors flush with floor level including labour, tools and plants. (a) of 3.7cm depth.
21497.76
-
18
Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.
4914.88
-
72
Same as item 31 above but on new wood surface.
4188.24
-
75
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete. to prepare the surface even and smooth complete. DSR 13.80/16
21549.92
-
83
Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1New work (Two or more coat applied @ 1.67 ltr/10 sqm overand including priming coat of exterior primer applied @ 2.20kg/ 10 sqm) DSR/16/13.46.1
7175.96
-
92
colour washing one coat using approved colouring materials of buff, grey or brown shade icluding supply of all materials labour & T&P Buusing approved colouring materials of pink,green or yellow shades -2coats PWD /674/15
11898.48
-
17
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm.
1176
-
150
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 10 mm dia and screw.
-
-
-
(a) 250 mm x 10mm
1176
-
55
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm.
2352
-
25
Providing & laying of light cinder filling under floor of toilets & other sunken roofs.
153.97
-
1862
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.
754.2
-
298.3
Providing and laying "brick coba" 12mm thick laid with M-150 class brick bat coba 7.50cm thick with gap of 15mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finised smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono tythic plaster wall up to 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonany Coba with top finised plaster mixed with acetic water proofing compound @ 2% by weight & including s/o all material, labour, T& P etc complete for proper completion of work.
1438.04
-
950
Making drain along with the apron.
742.2
-
705.25
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 stone aggregate 10 mm and down gauge), including finishingwith cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase
480
-
146.88
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 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. D.S.R.No.12.22. 2016
48
-
180.09
Numbering of flats with letter/ No. writing including painting one coat of ready mixed priming paint and two coat of approved superior quality ready mixed paint including supply of all materials tools & plants etc required for proper completion of the work.
192
-
57.6
PART- B SANITARY FIXTURES & ACCESSORIES: I
-
-
-
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushingcistern, including flush pipe, with manually controlled device (handle lever)conforming to IS : 7231, with all fittings and fixtures complete, includingcutting and making good the walls and floors wherever required:
-
-
-
White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests
192
-
3354.43
Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls and floors wherever required
-
-
-
White Vitreous China Wash basin size 630 x 450 mm with a pair of 15 mm C.P. brass pillar taps.
192
-
1817.35
Providing and fixing Stainless Steel AISI - 304 (18/8) kitchen sink as per I.S. 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 Without drain board of size 610x460x200 mm
192
-
2186.25
Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fittings complete
-
-
-
Flexible pipe
-
-
-
32 mm dia
192
-
73.25
40 mm dia
192
-
75.6
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
192
-
817.95
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. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
192
-
422.7
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.
192
-
112.3
SOIL WASTE & VENT PIPES AND FITTINGS - II
-
-
-
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 : 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes.
-
-
-
a) 110mm diameter
640
-
236.35
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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete.
-
-
-
a) 110mm
48
-
187.6
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 cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
-
-
-
a) 110mm
576
-
181.4
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
192
-
40.9
Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipes for soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints for vertical pipes and solvent cement joints for horizontal pipes, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors), reducers, WC connectors, couplers, cowels, clamps, hangers, rubber rings, clean outs etc. fixing at wall / ceiling / floor level supported by clamp & hangers etc. inside duct / suspended from floor under false ceiling for proper completion of the work. The rubber ring shall confirm to IS:5382. (Make : Supreme / Finolex / Prince) (Pipe support : Intellotech / Easyflex / Chilly)
-
-
-
The Pipes will be supported by either rubber lined G.I. U strap clamps on 50x50x5 mm MS slotted angle duly painted (for a group of pipes) or G.I. rubber lined split clamp (for independent pipes). The The cost will include all support arrangements. The work includes cutting holes in wall/ floors/ slabs and making good the same with cement concrete 1:2:4 complete as required. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site.
-
-
-
110 mm dia
2000
-
720
75 mm dia
1200
-
480
Providing & fixing UPVC Floor trap of self cleansing design with CP Jali complete in all respects. (Make : Supreme / Finolex / Prince)
-
-
-
110x110 mm P-Type
256
-
475
110x75 mm N.Trap
48
-
245
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion.. (Make : Supreme / Finolex / Prince)
-
-
-
Reducing Tee 110x110x75 mm
64
-
275
Door Tee
-
-
-
110x110x110 mm
128
-
355
110x110x75 mm
128
-
325
75x75x75 mm
64
-
195
Bend
-
-
-
110 mm
128
-
225
75 mm
256
-
130
Terminal guard.
-
-
-
110 mm
80
-
80
WATER SUPPLY PIPES AND FITTINGS - III
-
-
-
Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.
-
-
-
(internal work)
-
-
-
Exposed on wall
-
-
-
a) 25mm dia nominal bore (medium duty)
300
-
247.85
b) 32mm dia nominal bore (medium duty)
320
-
308.35
Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work.
-
-
-
a) 25mm dia nominal bore.
300
-
9.1
d) 32mm dia nominal bore.
320
-
10.85
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 1.00m 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.
-
-
-
(internal work)
-
-
-
Exposed on wall
-
-
-
a) 20mm dia nominal outer dia pipes
1200
-
179.95
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge.
-
-
-
Concealed work including cutting chases and making good the walls etc.
-
-
-
a) 15mm dia nominal outer dia pipes
800
-
246.2
b) 20mm dia nominal outer dia pipes
1120
-
284.85
Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions.
-
-
-
a) 15mm nominal bore
192
-
67.8
Providing & fixing CP brass bib cock of approved quality conforming to IS 8931
-
-
-
a) 15mm nominal bore
192
-
371.7
Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.
-
-
-
a) 15mm nominal bore
192
-
492.55
Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931
-
-
-
a) 15mm nominal bore
384
-
475.7
Providing and fixing gun metal gate valve with wheel of approved quality.
-
-
-
a) 20 mm dia nominal bore
64
-
396.55
b) 25mm dia nominal bore
48
-
428.2
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete
-
-
-
a) 25 mm nominal bore
64
-
331.95
Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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.
-
-
-
a) Circular Tank
96000
-
7.25
SCHEDULE OF QUANTITIES FOR INTERNAL SEWERAGE SYSTEM - IV
-
-
-
Excavating trenches in all kind of soil 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 & then returning the soil as required,
-
-
-
in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.
-
-
-
a) Pipes 80mm to 300mm diameter.
560
-
225.45
Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
-
-
-
a) 100mm diameter
240
-
216.25
b) 150mm diameter
320
-
327.05
Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.
-
-
-
a) 100mm diameter S.W. Pipe
240
-
622.95
b) 150mm diameter S.W. Pipe
320
-
761.85
Providing and fixing square mouth S.W. Gully trap grade 'A' complete with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 and water tight C.I. cover with frame of 300 x 300mm. 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.
-
-
-
a) 150 x 100 mm. size P type
-
-
-
With Sewer bricks conforming to IS : 4885
48
-
1640.35
Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design
-
-
-
Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).
-
-
-
With FPS bricks of class designation 75
-
-
-
(i) For Sewer Line
48
-
8634.1
Extra for depth of man hole size 90x80 cm
12
-
5718.6
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design.
-
-
-
With 20x20 mm square bar
88
-
267.95
PART- C- ELECTRICAL WORKS
-
-
-
Wiring point for light with 1.5 sq.mm FRLSH PVC insulated multistrand single core Copper Conductor cable in PVC conduit pipe partly concealed in wall & partly laid in slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable earth continuity wire, piano type switches & ceiling rose / angle / batten holder on 3 mm thick phenolic paminated backelite sheet etc complete in all respects as directed, including matching color wash.
1200
-
643
Wiring point for two ways light with 1.5 sq.mm FRLSH PVC insulated multistrand single core Copper Conductor cable in PVC conduit pipe partly concealed in wall & partly laid in slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit continuity wire and two number two way piano type switches & ceiling rose / angle / batten holder on 3 mm thick phenolic paminated backelite sheet etc complete in all respects as directed, including matching color wash.
16
-
635
Wiring point for fan /fresh air fan (light duty exhaust fan) with 1.5 sq.mm FRLSH PVC insulated multistrand single core Copper Conductor cable in PVC conduit pipe partly concealed in wall & partly laid in slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit continuity wire, piano type switch & ceiling rose on 3 mm thick phenolic paminated backelite sheet etc complete in all respects as directed, including matching color wash.
384
-
708
Wiring point for plug with 1.5 sq.mm FRLSH PVC insulated multistrand single core Copper Conductor cable in PVC conduit pipe partly concealed in wall & partly laid in slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit continuity wire and piano type switches & socket etc., complete in all respects as directed, including matching color wash.
576
-
335
Wiring points for Call bell with 1.5 sqmm.FRLSH PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sq. mm. FR PVC insulated multistrand copper earth contunity wire and piano type bell push or 2pin socket etc.complete in all respects.as directed including matching colour wash.
192
-
585
Supply fixing and concealing of 20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work. ( T.V. /Telephone)
1600
-
50
Supply & wiring of submains with two number 2.5 sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in 20mm dia heavy duty (2mm thick) PVC conduit with 1 Number 1.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand copper conductor cable as earth continuity wire drawn inside the conduit complete in all respect.
3400
-
217
Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in 20mm dia heavy duty (2mm thick ) PVC conduit partly concealed in wall and partly laid in slab along with reinforcement befor concreting with one number 4.0 Sqmm FRLSH PVC Multistand copper earth contunity wire including colour wash etc. complete in all respects.
200
-
206
Supply and wiring of submain with 4 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in 32 mm dia heavy duty (2mm thick ) PVC conduit partly concealed in wall and partly laid in slab along with reinforcement befor concreting with two number 4 sq. mm FRLSH PVC insulated multistrand copper earth contunity wire drawn inside the conduit complete in all respect.
2000
-
428
Supply and wiring of submain with two number 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multi strand single core copper conductor cable in 20 mm dia. heavy duty (2 mm thick) PVC conduit with 1 number 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multi strand core copper conductor cable as earth continuity wire drawn inside the conduit complete in all respect.
1920
-
97
Supply & fixing of single wall bracket on matching M.D.F.E.G. board base etc. complete in all required.
-
-
-
Cat. A
816
-
815
Supply and Fixing of LED Tube Light with batten suitable for up to 1X22 watt LED tube light complete including tube etc. on surface complete in all respect.
-
-
-
1 X 22 W CAT-AA
384
-
1100
Supply & fixing of Call Bell Of Approved Make on matching polished MDFEG board brass including connection etc. as required.
192
-
125
Supply & fixing of buzzer on polished MDFEG/Teak ply board including making connections etc. complete in all respect.
192
-
110
Supply and burying earthing Electorde T-19 (Hot Dip Galvanized), Length 3000 mm, outer pipe 50mm, inner pipe 25, terminal Dia 12mm ,outer G.I.pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Gavanized up to 100 mircon filled with crystalline conducative mixture (CCM) having anti corrosive & conducative property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaning capacity along with 30 cm squre C.I. frame with hinged cover & masonry housing (from electode terminal to switch board , cost of 25 x 3 G.I. strip will be extra) Make: As approved in U.P.P.W.D. & C.P.R.I. Certified
8
-
7593
Supply and burying of 40mm dia x 4.5 metres long G.I. pipe, vertically for earthing having 12mm dia. holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No.6 to 8SWG G.I.wire in G.I. pipe upto appron (and from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) upto switch board, 30cm. square C.I.box with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects.
48
-
3660
Supplying and fixing of one number 8 SWG G.I. wire in 15mm dia G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T & P other material required for proper completion of the work as directed at site.
600
-
157
Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects.
300
-
82
Supply & fixing of two number 8 SWG G.I. wire for earthing purpose as required complete in all respects.
440
-
168
Supply and fixing of 6 Amp to 32 Amp MCB(10KA)C Curve
-
-
-
5 - 32 amps.Cat. A
448
-
206
Supply and fixing of 40 Amp. 4 Pole MCB (10KA)
-
-
-
CAT A
192
-
2210
Construction of recess distribution board of all sizes including cutting of brick work providing lintel of suitable size & thickness plastering etc. with supply of all materials, labours, T & P etc. required for proper completion of work.
-
-
-
600x480x200 mm. size
192
-
480
Supply and fixing of factory fabricated M.S. box in existing sunk with Godrej type almirah cover with handle etc. fabricated from 18 SWG M.S. sheet duly painted with red oxide primer followed by two coats of synthetic enamel paint complete with necessary conduit entry and DP/TPN; fixing arrangement and provision for compartment for loose wires, openable housing on the top and hold fast etc. including supply of all material, labour and T & P etc. required for proper completion of the work.
-
-
-
600x480x200 mm. size
192
-
1435
Supply and fixing of surface/ flush mounting 4 way TPN distribution board with additional metal door without MCB complete in all respect, as directed at site by Engineer Incharge.
-
-
-
CAT A
192
-
3250
Supply & fixing of Crimping, solder, less, copper ton electroplated lugs of Dowel/ismail make suitable for 1.5 sqmm to 6sqmm cables, including tapping with insulating tape, etc. complete in all respects.
1792
-
14
Supply and fixing of single pole MCB blanking plate
-
-
-
CAT B
320
-
10
Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250 Volt flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T & P etc required for proper completion of work.
192
-
340
Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. down rod 19mm dia duly painted, complete in all respects.
384
-
135
S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16 SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work.
384
-
135
Supply fixing of electronic fan regulator (Modular) 120-280 V. ISI marked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work.
384
-
675
CABLES
-
-
-
Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc.
-
-
-
70 sqmm 3.5 core
200
-
774
Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire
-
-
-
70 sqmm 3.5 core
8
-
166
Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge.
-
-
-
70 Sq.mm
32
-
80
Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB’s (Four Pole 36 KA with thermal magnatic release) Switches complete and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters (KVA, P.F, KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic aluminium busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB’s shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc.
-
-
-
The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A & B only.
-
-
-
The minimum clearances between bus bars shall be as follows :
-
-
-
Phase to phase - minimum 20mm
-
-
-
Phase to neutral-minimum 15mm
-
-
-
CUBICAL PANEL BOARD ( MCCB TYPE )
-
-
-
MAIN L.T.PANEL
-
-
-
Incoming :
-
-
-
one (1) No.400Amp. TPN-1No.
-
-
-
Metering :
-
-
-
One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.
-
-
-
One (1) No. (0-400A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.
-
-
-
One (1) Set of Phase Indication Lamp.
-
-
-
Bus Bar :
-
-
-
One (1) No.400 A, TPN aluminimum bus bar of suitable length.
-
-
-
Outgoing :
-
-
-
Phase indication lamps on each outgoing to be provided.
-
-
-
200 Amp. MCCB- 2 No.
-
-
-
100 Amp. MCCB- 1 No.
-
-
-
63 Amp. MCCB- 1 No.
-
-
-
OR outgoing as per site requirment(AS/SLD)
4
-
150000
Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E.rules.
4
-
70
Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality.
8
-
2525
Supplying and drawing co-axial TV cable RG-6 graded, 0.7 mm solid copper conductor PE insulated,shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
1700
-
29
Supplying and fixing following piano type switch/ socket on the existing plate & switch box including connections etc as required.
-
-
-
TV antenna socket outlet
192
-
48
Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.
-
-
-
75mm X 75 mm X 60mm Deep
192
-
95
Supply and erection of AC 1200mm Sweep, 230/250 Volts, 50 Hz ceilling fan with regulater standar down rod, blades including connection etc. complete as required -Make: Usha Cat No.SONATA MAX
384
-
1750
Construction of open surface drain
-
-
-
Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and of bottom and disposal of surplus excavated earth as directed by the Engineer I/C within a lead of 30m. (PWD-251)
111
-
90
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. (PWD-281)
20.16
-
5200
Cement Concrete with 2cm, guage approved stone ballast coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of work. (PWD-279A)
2.21
-
5800
12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 4 fine sand. (PWD-584A)
199.46
-
120
First Class brick work in 1:6 cement and coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand) (PWD-303+ 305A-305)
45.86
-
4500
Construction of Boundary wall
-
-
-
Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
238.91
-
90
Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
39.82
-
5200
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 m-20 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). R.C.C. work in Beam
13.57
-
7700
P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
15.73
-
5600
First Class brick work in 1:6 cement and coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand)
84.8
-
4500
Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand)
81.4
-
5120
12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 Coarse sand.
775.71
-
150
Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work.
775.71
-
66
Construction & laying of CC interlocking tiles
-
-
-
Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. (PWD-251)
163.74
-
90
Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. (PWD-281)
218.31
-
5200
Class M-150 brick work in 1:6 cement coarse sand (of 2.5 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (PWD-303+ 305A-305)
83.69
-
4500
Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. [PWD MATERIAL]
48.51
-
480
Supply of 80mm thick I shaped mechanically compressed inter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder the compressive strength of concrete pavers blocks shall not be less than 30 MPa cost of all material, labour, T & P etc i/c levelling and dressing of surface required for proper completion of work as directed by Engineer-in-charge but excluding U.P.T.T. which shall be paid extra as per rules. [PWD-NEW ITEM PAGE 37]
42450.1
-
23
Laying of interlocking tiles of thickness 60 to 80mm including leveling and dressing of surface to required level and slope, filling joints with local sand including the cost of all labour T & P etc complete but excluding the cost of all material. [PWD-27 PAGE 66]
1212.86
-
91
Construction of GATE
-
-
-
Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches.
5.4
-
90
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.
0.45
-
5200
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Footing & foundation excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.
1.09
-
6876.8
As in item 3 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20.
0.36
-
7900
P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
1.71
-
5600
Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. (Three Coat).
7.42
-
66
Mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks, roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.
360
-
49.5
Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.
14.4
-
72
Construction of 300 x 150 mm dia Tubewell and S/F of 7.5 H.P Submerssible Pump Set Panel with water supply distribution line
-
-
-
Transportation Charges of drilling equipment including assembly and other material as required.
1
-
27500
Drilling of 450 to 675 mm dia by rotary machine.
120
-
1500
Supply & laying of 300mm dia M.S housing pipe (8 mm thick) Tata/ Jindal
50
-
3800
Supply & laying of 150mm dia M.S blind pipe (8 mm thick)Tata/ Jindal
30
-
1600
Supply & laying of 150mm dia M.S slotted pipe (8 mm thick)Tata/ Jindal
40
-
2300
Supply & fixing of 300mm dia M.S Socket
8
-
2100
Supply & fixing of 150mm dia M.S Socket
11
-
850
Supply & fixing Bail plug 150 mm dia M.S.
1
-
1400
Supply & fixing Well Cap 300 mm dia M.S.
1
-
1500
Supply & fixing Reduser 300 x 150 mm dia M.S.
1
-
5250
Supply & fixing Housing clamp 300 mm dia M.S,
1
-
4650
Supply & filing of Pee gravel 2 mm 4 mm in side of bore after lower and development as required as per direction of E/I.
35
-
3800
Development by air compressor including transportation.
30
-
3700
Development by O.P unit including transportation.
40
-
900
Well logging charges
1
-
10000
Supply of 7.5 HP KSB make submersible pump set model BPD 302/4+6UMA1/G 150/6/22 (SD) suitable for tube well capable of pumping clear and cold water free from chemical and directly coupled with KSB electric motor operating of 415 volts suitable for 3 phase 50 cycle A.C. Supply of following duty condition 7.5 HP 6 stage pipe.
A-Discharge of water in LPM 860 Approx size of discharge outlet in 80mm.
B-Total Head of pump set 45M
2
-
43452
S/F of finolex or equivalent ISI marked submersible copper cable of size 2 x 3 x 2.5 sq mm
60
-
240
Supply of control panel cubical type wall mounted vermin proof with internal wiring duly enameled painted and mechanically finished having L&T of qui. Male switch fuse unit with HRC fuses, Ameter, Voltmeter, Selector switch, phase indicating lamp with bulbs, instrument fuses, power capacitor single phase preventor etc complete set with supply of Jyoti or eq. Air break Star - Delta motor starter suitable for above submersible pump set.
1
-
19084
Supply of 80mm dia M.S. column pipe of class 'C' both and socketed with heavy sockets in 3/6 meter length and one end flanged complete with interlocking arrangements.
60
-
733
Supply of 80mm dia M.S.column pipe clamps with nut bolts packing etc.
2
-
540
Supply of 80mm dia C.I. double flanged ISI mark reflex valve of upadhya or equ. Make
1
-
5356
Supply of 80mm dia C.I. double flanged ISI mark sluice valve with hand wheel of upadhya or equ. Make.
2
-
4966
Supply of C.I. double flanged bend of 80 mm dia i/c cost of material and labour.
1
-
728
Supply of 80mm dia C.I. tee heavy quality i/c cost of material.
1
-
988
Supply of Guru/Fiibing or equivalent make pressure gauge.
1
-
1998
Erection & commissioning of pumping plants complete along with electric wiring.
1
-
6000
Supply of steel wire rope of 1/2" size
60
-
70
S/B of 600 mm x 600 MM x 6.0mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead on one no. 8 to 10 SWG GI wite in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. , pipe and G.I. wire will be extra ) 30 cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of E/I complete in all respects as per drawing.
1
-
4730
S/F of one number 8 to 6 SWG G.I. Wire in 15mm dia G.I. Pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand labour. T&P other material required for proper completion of the work as directed at site.
8
-
157
Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work)
-
-
-
65mm nominal bore.
125
-
451.7
50mm nominal bore.
95
-
342.7
Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work.
-
-
-
65mm nominal bore.
125
-
118.3
50mm nominal bore.
95
-
74.95
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
-
-
-
65mm
1
-
1286.8
50mm
2
-
749.9
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
-
-
-
With F.P.S. bricks
8
-
11842.75
Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for stop cock, with C.I. surface box 100x100x75mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
-
-
-
With F.P.S. bricks
5
-
1195.35
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
-
-
-
25 to 40 mm dia nominal bore
3
-
394.15
50 to 80 mm dia nominal bore
5
-
771.2
CONSTRUCTION & DEVELOPMENT OF PARK (Landscaping Works)
-
-
-
Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment).
164.57
-
235.55
Carrigae of sludge upto 5 K.M.
164.57
-
129.71
Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm
164.57
-
209.15
Carrigae of manure upto 5 K.M.
164.57
-
129.71
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.
329.14
-
21.35
Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately).
329.14
-
30.95
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately).
-
-
-
Holes 0.9 m dia. and 0.90 m deep.
250
-
101.4
Plantation of trees.
250
-
500
Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). With grass Turf.
1645.68
-
10.4
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). (M.R.)
1645.68
-
20.15
SEPTIC TANK FOR 200 USER FOR 12 BLOCKS
-
-
-
Size :- Length = 12.0 M. Width =3.30M Total Depth =3.00M
-
-
-
Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed.
-
-
-
In all kind of soil upto 1.5m depth
882.17
-
125.95
In all kind of soil upto 1.5m to 3.0m. depth
915.12
-
177.7
Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 20 mm nominal size)
57.52
-
5481.95
Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand)
303.85
-
4970.3
Reinforced cement concrete work in slab with 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20mm normal size).
86.27
-
7390.8
Reinforcement for R.C.C. work including, straightening, cutting bending binding and placing in position complete.
10158.68
-
55.3
Centring and shuttering including struting , proping etc and removal of form for slab.
588.12
-
422.3
15mm cement plaster on rough side of mix 1:4 (1 cement : 4 course sand)
1382.4
-
209.65
Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars.
192
-
267.95
Providing and fixing S.C.I. tee at the inlet and outlet of septic tank.
24
-
600
Providing & fixing 75mm dia vent pipes.
12
-
712.2
Providing & fixing of 75mm dia cast iron terminal guard.
12
-
197.1
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
-
-
-
M.D. -10- Circular shape 500mm internal diameter
24
-
908.35
M.D. -2.5- Circular shape 450mm internal diameter
48
-
902.1
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.
-
-
-
With F.P.S. bricks
24
-
20681.55
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 : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
600
-
225.45
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 :
600
-
356.7
150mm dia
-
-
-
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 : 4 graded stone aggregate 20 mm nominal size) 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
48
-
8634.1
RAIN WATER HARVESTING WORKS FOR 12 NUMBER OF BLOCK
-
-
-
PART A
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-
-
-
In all kind of soil upto 1.5m depth
192.4
-
125.95
In all kind of soil upto 1.5m to 3.0m. depth
192.4
-
177.7
In all kind of soil upto 3.0m to 4.5m. depth
153.5
-
229.45
Providing and laying in position cement concrete of specified grade excluding the ccost of centering and shuttering -All work up to plinth level:
-
-
-
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
9.59
-
5481.95
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
199.52
-
4970.3
Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size)
12.82
-
7390.8
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Mild steel and Medium Tnsile steel bars.
1008
-
55.3
Centring and shuttering including struting , proping etc and removal of form for :
-
-
-
Suspended floors, roofs, landings, balconies and access platform.
128.27
-
422.3
15mm cement plaster on rough side of single or half brick wall mix
-
-
-
1:4 (1 cement : 4 coarse sand)
448.68
-
209.65
Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:
-
-
-
With 20x20mm square bar
144
-
267.95
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
-
-
-
M.D. -10- Circular shape 500mm internal diameter
24
-
908.35
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level.
-
-
-
Drilling of 300mm dia bore hole manually.
300
-
370.7
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
-
-
-
150 mm nominal size dia
300
-
529.35
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
42.36
-
921.9
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
42.36
-
1038.05
Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.
42.36
-
1038.05
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge.
12
-
1175.6
EXTERNAL PIPE NETWORK SYSTEM
-
-
-
Excavating trenches in all kind of soil 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 & then returning the soil as required,
-
-
-
in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.
-
-
-
a) Pipes 80mm to 300mm diameter.
480
-
225.45
Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
-
-
-
a) 150mm diameter S.W. Pipe
480
-
327.05
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) all-round S.W. pipesincluding bed concrete as per standard design :
-
-
-
a) 150mm diameter S.W. Pipe
480
-
761.85
PART B
-
-
-
Constructing brick masonry manhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix
-
-
-
(1 cement :4 coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4
-
-
-
(1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.
-
-
-
a) Inside size 60x60 cm & 90 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg.
48
-
6000
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