Uttar Pradesh Projects Corporation Limited Tender
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Uttar Pradesh Projects Corporation Limited - UPPCL Tender
Building Construction
Eprocure
Opening Date1 Jul 2021
Closing Date14 Jul 2021
Tender AmountRefer Documents
Costs
EMD
₹ 3,46,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_UPPRC_600142_2Bid Award Id
ViewTender No
10 /2021-22/PCL/GM/Zone-3/Tender Authority
Uttar Pradesh Projects Corporation Limited ViewPurchaser Address
-Website
http://http://upprojects.org/
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) not less than strenght of M150 stone ballast, including cost of form work in foundation & floors.
8.95
-
5225
Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete
-
-
-
(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm
-
-
-
(4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution)
32.5
-
266
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and T & P etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.
2.25
-
7818.5
As in item no. 6 above but for slabs.
4.54
-
8350.5
As in item 6 but for the lighter beams i.e. having spans upto 6 m.
0.26
-
8573.75
As in item 6 above but in R.C.C. Raft foundation and footing with approved stone ballast.
0.34
-
7182
As in item 6 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20.
0.41
-
9072.5
Class-150 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).
21.78
-
4674
Same as in item no. 11 above but in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms.
14.84
-
5130
Same as in item no. 12 but in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work.
3.5
-
5315.25
Providing and laying damp-proof course 40 mm thick with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) including water proofing material as directed by the E/C.
7.09
-
446.5
Painting on D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approx including cost of fuel if any.
7.09
-
57
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.
7.86
-
5130
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: (a) 35 mm thick
-
-
-
(a) Single leaf
10.08
-
1473.68
M.S. or Iron work of small sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work.
-
-
-
Providing & fixing of hold fast for chaukhats of doors and windows.
30
-
53.2
Providing & fixing of door / windows grill.
85.5
-
66.5
Z-Section steel windows
85.5
-
66.5
Angle iron door chaukhats 40*40*5
90
-
61.75
Fixing of Door, windows/ventilators chaukhats in position.
-
-
-
Door Chaukhat
6
-
68.4
Window Chaukhat
-
-
-
Ventilator Chaukhat
7
-
34.2
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 coarse sand)
11.69
-
252.85
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 fine sand.
115.28
-
112.1
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 fine sand
23.5
-
128.25
Making grooves 10 to 12 mm wide x 8mm deep in plaster of the walls or in ceiling vertically or horizontally as required.
33.65
-
24.7
Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor).
25.67
-
228
25 mm thick Kota Stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mix with pigment to match the shade of slab including rubbing and polishing complete with base of cement mortar.
3.82
-
1149.5
25mm thick Kota Stone slab in skirting or dado laid with 1:3 cement and approved coarse sand and jointed with grey cement slurry mix pigment to match the shade of slab including rubbing with polishing complete.
3.61
-
1092.5
Supply & Fixing 6mm(1/4") thich 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 tools & plants etc. Required for proper completion of the work.
107.74
-
902.5
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.
12.71
-
90.73
Same as item above but on new wood surface.
20.16
-
90.73
Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.67 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm.
115.28
-
85.5
Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.
54.73
-
66.5
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and anufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
170.01
-
91.29
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
3.33
-
703.41
Providing & fixing Stainless steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .
6
-
285
Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete
-
-
-
(a) 250 mm x 10mm
6
-
190
(a) 200 mm x 10mm
6
-
142.5
Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm
12
-
95
Construction of drain along with apron.
28.52
-
471.2
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 Eng-in-charge to required slope & 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 jointless cement mortar of mix 1:4 (1 cement :4 C. sand)
-
-
-
admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-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.
32.5
-
807.5
INTERNAL PLUMBING WORKS
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-
-
SANITARY INSTALLATIONS & C.P FITTINGS
-
-
-
Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/ Hindware/ Seabird/ Orient (Coral) 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 580x440mm with integral type foot rests
4
-
4298.03
Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required.
-
-
-
a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
4
-
2447.86
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
-
-
-
Semi rigid pipe
-
-
-
32 mm dia
4
-
69.53
Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
2
-
1017.17
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete
-
-
-
including painting of fittings and brackets, cutting and making good the walls and floors wherever required
-
-
-
Range of three urinal basins with 5 litre white P.V.C. automatic flushing cistern
2
-
8407.61
Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth.
-
-
-
Granite Stone of approved shade
2
-
2550.28
CP Brass fittings
-
-
-
Providing and fixing unplasticised PVC connection pipe with brass unions
-
-
-
45 cm length
-
-
-
15 mm nominal bore
16
-
65.8
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931
-
-
-
a) 15 mm nominal bore
8
-
332.13
Providing and fixing PTMT Bottle Trap for Wash basin and sink.
-
-
-
Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms
4
-
265.78
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
2
-
125.69
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
2
-
440.27
P.V.C. SOIL/PVC WASTE & VENT PIPES AND FITTINGS
-
-
-
Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS 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.
-
-
-
110mm
2
-
228.95
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 10mm gap for thermal expansion.
-
-
-
110 mm
4
-
241.83
Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Bend 87.5 degree
-
-
-
110 mm Bend
2
-
102.94
110 mm Shoe (Plain)
1
-
90.22
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
1
-
37.46
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.
1
-
193.48
INTERNAL & EXTERNAL WATER SUPPLY WORKS
-
-
-
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.
-
-
-
20mm dia nominal outer dia pipes
20
-
379.07
25mm dia nominal outer dia pipes
8
-
445.5
32mm dia nominal outer dia pipes
2
-
538.41
Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work).
-
-
-
Internal work-Exposed on wall
-
-
-
15mm dia nominal bore
45
-
225.86
20mm dia nominal bore
20
-
272.79
25mm dia nominal bore
10
-
347.23
Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work.
-
-
-
15mm dia nominal bore
45
-
12.09
20mm dia nominal bore
20
-
14.39
25mm dia nominal bore
10
-
18.79
Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work).
-
-
-
15mm dia nominal bore
10
-
186.89
20mm dia nominal bore
2
-
207.03
25mm dia nominal bore
2
-
269.62
32mm dia nominal bore
2
-
304.63
Providing and fixing gun metal gate valve with wheel of approved quality.
-
-
-
25mm dia nominal bore
2
-
394.13
32mm dia nominal bore
1
-
460.8
Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank. [Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license].
-
-
-
Capcity in Per Liters
1000
-
6.97
SEWERAGE SYSTEM
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-
-
Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m.
-
-
-
All kinds of soil
-
-
-
Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm.
25
-
288.72
Providing, laying and jointing glazed stoneware 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.
-
-
-
100mm dia SW pipe
5
-
251.35
Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design
-
-
-
100mm dia SW pipe
5
-
647.7
Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete.
-
-
-
150 mm. dia. RCC Pipes
20
-
366.74
Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design
-
-
-
150 mm. dia. RCC Pipes
10
-
498.89
Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design
-
-
-
150 x 100 mm size P type
-
-
-
With Sewer bricks conforming to IS : 4885
2
-
1840.39
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.
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-
-
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).
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-
-
With FPS bricks of class designation 75
-
-
-
(i) For Sewer Line
3
-
8645.25
Extra for depth for manholes:
-
-
-
Size 90x80cm with FPS bricks(class I)
0.5
-
5948.19
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
2
-
334.71
NON SCHEDULED ITEMS
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-
SANITARY INSTALLATIONS & C.P FITTINGS & SOIL AND WASTE WATER PIPES
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-
-
Providing and fixing in floor and wall face Ringfit UPVC ASTRAL ULTRADRAIN Conventional system for soil and waste water pipes conforming to (HSN CODE: 3917) Type B including jointing with seal ring. (i) Double socketed pipes.
-
-
-
a) 110mm dia P.V.C. pipe
18
-
579.5
b) 90mm dia P.V.C. pipe
10
-
484.5
Providing & fixing UPVC Floor trap of self cleansing design with CP Jali complete in all respects. (Make : Supreme / Finolex / Prince)
-
-
-
P-Trap type Floor Trap 110 x 90 mm
6
-
256.5
Providing and fixing terminal guard.
-
-
-
a) 110mm
6
-
76
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.
-
-
-
110mm bend
8
-
209
90 mm bend
3
-
194.75
Coupler
-
-
-
110mm
2
-
142.5
90mm
4
-
133
Single tee with door
-
-
-
110x110x110 mm
2
-
318.25
90x90x90 mm
4
-
232.75
Providing and fixing C.P. brass Two-way angle valve for EWC points & for fixing Ablution Health Fauct of approved quality conforming to15 mm nominal bore
2
-
997.5
Providing and fixing pvc Inlet fitting with 2 inlets 80 mm size fabricated from 110 mm dia PVC pipes
2
-
855
INTERNAL ELECTRICAL WORKS
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SUBHEAD I- WIRING POINTS
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-
-
Wiring points for light with 1.5 sqmm.FRLSH PVC insulated multistrand single core copper condutor cable heavy guaged rigid steel conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box, piano type & ceiling rose/angle/batten holder
-
-
-
on 3mm thick phenolic paminated backalite sheet ect complete in all respect as directed including matching colour wash.
10
-
769.5
Same as item No. (1) but for fan and light duty exhaust fan.
2
-
858.8
Same as item No.(1) but for 5 amp plug point with piano type switch and socket etc.
5
-
400.9
Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points.
-
-
-
Addition for light / fan points with modular type switch in place of piono type switch.
10
-
41.8
Addition for plug points with modular type switch in place of piono type switch.
5
-
78.85
Supply and wiring of submiain with two number 4 sq.mm FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with one number 14 SWG copper earth continuity wiere including matching colour wash etc. complete in all respect.
30
-
209.95
Supply and fixing and concealing of 20mm dia. 16 SWG (1.5 mm) thick rigid steel conduit pipe in the wall including cutting of brick work, laying of conduit and fixing it with M.S. hooks and then plastering with cement, sand mortar finished to the level, with matching colour wash including cost of proper threading of the conduit & providing necessary socket, bends and chuck nuts and as directed by the Engineer in charge with the supply of all material labour and T&P required for proper completion of work.
40
-
126.35
SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANS
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-
-
Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects.
2
-
185.25
Supply & fixing of 16 gauge M.S.drum duly painted including making hole in the wall for exhaust fan and finishing properly etc. complete as required.
2
-
769.5
S/F of single light wall bracket on matching M.D.F.E.G..board base etc. complete in all respects.
8
-
1567.5
Supply & Fixing of recess mounting round 15 to 18 Watt LED down lighter having powder coated die cast aluminium housing with heat sink, difuser / reflector and driver set complete in all respect. ( Mirror Light)
2
-
1700.5
SUBHEAD III-DISTIBUTION BOARD
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-
-
Supply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects.
-
-
-
8 Way SPN CAT-A
1
-
1805
Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. CAT-A
4
-
247
Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge.
-
-
-
63 Amp. DP MCB CAT-A
1
-
1121
40 Amp. 2 Pole D.P. Isolator
1
-
432.25
SUBHEAD IV-CABLES
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-
-
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.
-
-
-
16 sqmm 2 core
30
-
295.45
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
-
-
-
16 sqmm 2 core
2
-
82.65
Supply 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.
-
-
-
16 Sq.mm
6
-
19.95
SUBHEAD V-EARTHING
-
-
-
Supply and burying of 600mm x 600 mmx6mm Copper plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and one earthing leads of one No. 8 SWG copper.wire in 15mm dia G.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and Copper wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects.
1
-
9927.5
Supply & fixing of one number 8 SWG G.I. wire in 15mm dia G.I. Pipe of earthing, laid in ground or in wall duly conceale including the cost of cement, sand, labour, T&P other material required for proper completion of the work (S.I. No. 721)
-
-
-
a) Same as PS 721 but with one number 8 SWG copper wire.
15
-
247
SUBHEAD V-MISCELLANEOUS
-
-
-
Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required
-
-
-
300mm sweep.
2
-
2280
Supply and fixing exaust louvers 12 inch dia. complete as required
2
-
285
SEPTIC TANK
-
-
-
(Size 5.00 X 2.00 Mtr.)
-
-
-
Depth upto 1.50 Mtr.
-
-
-
Earth work in excavation
28.63
-
104.5
Depth above 1.50 Mtr.
-
-
-
Earth work in excavation
18.64
-
119.7
P.C.C. in Foundation (1 :4:8)
3.08
-
5225
1st Class B/W in Septic tank (1cement : 4 coarse sand)
10.92
-
4674
R.C.C. work in septic tank
1.86
-
8350.5
M.S. work in R.C.C.
1.46
-
5130
12 mm thk Plaster in 1:3
51.32
-
152
Providing M.S. foot rest including fixing with 20 x 20 x 10 cm cement concete block 1:3:6 (1 cement : 3 coarse :6 graded aggregate of nominal size 20 mm ) as per standard with 20x20 mm sqm. bar.
8
-
334.71
Providing & fixing soil, wast and vent pipe.
-
-
-
75 mm dia sand cost iron S&S pipe.
2
-
731.93
Providing & fixing sand cost iron terminal guard 75 mm dia.
2
-
225.47
Providing & fixing C.I. tee at the inlet & outlet of septic tank.
1
-
451.88
Providing & fixing plane sand cost iron S&S bend of required degree.
-
-
-
75 mm
1
-
294.44
Providing lead caulked joints to sand cost iron/ cetrifugally cast (squn) irons pipes & fitting of dia.
-
-
-
75 mm
1
-
323.37
Supply & fixing of medium quality R.C.C. Manhole cover with frame complete.HD.-20-Circular shape ,560 int. dia.
1
-
1166.57
M.D.-10- square shape ,450 int. dia.
1
-
975.59
SOAK PIT
-
-
-
Depth upto 1.50 Mtr.
-
-
-
Earth work in excavation
10.04
-
104.5
Depth above 1.50 Mtr.
-
-
-
Earth work in excavation
5.19
-
119.7
P.C.C. in Foundation
0.5
-
5225
1st Class B/W in foundation
3.31
-
4674
R.C.C. work (1:1.5:3)
0.48
-
8350.5
M.S. work in R.C.C.
0.37
-
5130
Providing & filling of brick bat inside of upper layer in soak pit.
7.54
-
1330
TUBEWELL 150MM DIA WITH PUMP SET LOWERING COMPLETE
-
-
-
E/W for water arrangement
12
-
104.5
Arrangement of Water from private tubewell
4
-
285
Transportation of Rig Machine with T & P & accessories from Distt. Headquarter to boring site
1
-
4750
Drilling of bore as required dia 10" / 8" by Rig Machine
80
-
427.5
Transporation of complete assembly of
1
-
2375
Providing bentonite Powder for drilling
10
-
285
Providing 150 mm PVC Plain pipe as per ISI marked
60
-
522.5
Providing 150 mm dia slotted PVC pipe as per ISI marked
20
-
617.5
Providing 150 mm PVC Well cap
1
-
285
Providing 150 mm PVC Bail Plug
1
-
237.5
Providing pea gravel for construction of tube Well
5
-
2992.5
Transportation of compressor with T & P & accessories from distt. Headquarter to boring site
1
-
2375
Devlelopment by air compressor
18
-
1140
Providing labours for construction of complete Tube Well
1
-
4750
Installation of 1.5 HP submersible pump set including Panel Board, 3 core 2.5 sqmm submersible cable, supporting clamps, clips etc. and all other accessories required for the proper completion of the work.
1
-
28500
Column Pipe 3"
20
-
332.5
Adopter 3"
1
-
950
Delivery pipe MS 3"
2
-
285
Gl Bend 3"
1
-
237.5
MS Socket 3"
2
-
190
Pump lowering Charge complete
1
-
2375
MAINTENANCE WORK OF POND CAMPUS
-
-
-
Earth work in excavation in trenches for foundation pipes cable etc. (Loan clay or sand) including lift up to 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within ahead of 30m.
44.22
-
104.5
Filling of carted earth.
252.06
-
248.33
Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour, T & P etc required for proper completion of the work.
58.6
-
826.5
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) not less than strenght of M150 stone ballast, including cost of form work in foundation & floors.
37.46
-
5225
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and T & P etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.
2.12
-
7818.5
Class-150 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).
48.53
-
4674
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.
2.5
-
5130
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 fine sand.
206.27
-
112.1
25 mm thick Kota Stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mix with pigment to match the shade of slab including rubbing and polishing complete with base of cement mortar.
390.71
-
1149.5
25mm thick Kota Stone slab in skirting or dado laid with 1:3 cement and approved coarse sand and jointed with grey cement slurry mix pigment to match the shade of slab including rubbing with polishing complete.
12.81
-
1092.5
Finishing wall with water proof cement paint of approved quality such as Snowcem, Durocem of required shade on undecorated wall surface to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including curing & cost of all materials labour T&P etc complete.
206.27
-
59.38
ENTRANCE GATE 6.00 MTR. WIDE (2 Nos)
-
-
-
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.
83.2
-
104.5
Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone ballast 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors.
3.78
-
5225
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering & shuttering etc. and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.
-
-
-
As in item 137 but for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete)
6.3
-
8573.75
As in item 137 above but in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete)
18.96
-
7182
As in item 137 above but in R.C.C. Slab. (Using 1:1.5:3 Mix concrete)
0.18
-
8350.5
As in item 137 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20.
11.74
-
9072.5
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.
52.56
-
5130
First class brick work in 1:4 cement and coarse sand of 2.25 fineness modulus) mortar in super struture including supply of all materials, labour, T & P etc reqiored for proper completion of the work.
4.58
-
5130
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
117.02
-
3475.44
Providing & fixing of Mild steel work in heavy size. (65 mm dia M.S. pipe)
89.9
-
55.58
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.
6
-
90.73
Steel projected alphabet 6" to 12"
2
-
9500
BOUNDARY WALL GATE 3.60 Mtr. Wide (3 Nos)
-
-
-
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.
16.41
-
104.5
Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone ballast 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors.
1.08
-
5225
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering & shuttering etc. and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.
-
-
-
As in item 149 above but in R.C.C. raft foundation and footing with approved stone ballast. (PWD-287,A)
2.82
-
7182
As in item 149 above but in R.C.C. column in 1:1.5:3 having strength not less than M 150. (PWD-288,A)
1.98
-
9072.5
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.
6.87
-
5130
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 fine sand (PWD-586+596)
19.44
-
128.25
Finishing wall with water proof cement paint of approved quality such as Snowcem, Durocem of required shade on undecorated wall surface to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including curing & cost of all materials labour T&P etc complete. (PWD-660+661)
19.44
-
59.38
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.
45.27
-
90.73
S/F M.S. work in gate including all necessary for proper completion of the work.(PWD-503)
1360.8
-
55.58
BOUNDARY WALL (211.00 Mtr)
-
-
-
Earth work in excavation in trenches for foundation pipes cable etc. (Loan clay or sand) including lift up to 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within ahead of 30m.
193.42
-
104.5
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) not less than strenght of M150 stone ballast, including cost of form work in foundation & floors.
18.29
-
5225
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG 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. strength of the concrete shall not beless than M-20.
-
-
-
As in item 159 but for the lighter beams i.e. having spans upto 6 m.
17.58
-
8573.75
As in item 159 above but in R.C.C. Raft foundation and footing with approved stone ballast.
37.28
-
7182
As in item 159 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20.
18.99
-
9072.5
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.
101.98
-
5130
Class-150 brick work in 1:4 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. (1:4 cement & coarse sand).
13.36
-
4674
Providing and laying damp-proof course 40 mm thick with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) including water proofing material as directed by the E/C.
45.01
-
446.5
Painting on D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approx including cost of fuel if any.
45.01
-
57
Same as in item no. 163 above but in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms.
89.32
-
5130
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 fine sand
1126.04
-
128.25
Finishing wall with water proof cement paint of approved quality such as Snowcem, Durocem of required shade on undecorated wall surface to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including curing & cost of all materials labour T&P etc.
1126.04
-
59.38
Providing & fixing of M.S. Grill
3956.25
-
66.5
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, superlac, DULUX specified brushing to give an even shade & including cleaning the surface of all dirt, dust & other foreign matter sand papering & stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.
126.6
-
90.73
MAKING OF STAIRS IN POND
-
-
-
Earth work in excavation in trenches for foundation pipes cable etc. (Loan clay or sand) including lift up to 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within ahead of 30m.
535.62
-
104.5
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) not less than strenght of M150 stone ballast, including cost of form work in foundation & floors.
137.21
-
5225
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Beam excluding supply of reinforcement and its fixing and binding the same with 24 BWG 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. strength of the concrete shall not beless than M-20.
-
-
-
As in item 3 but for the lighter beams i.e. having spans upto 6 m.
64.75
-
8573.75
As in item 3 above but in R.C.C. Raft foundation and footing with approved stone ballast.
68.88
-
7182
As in item 3 above but in R.C.C. slab in 1:1.5:3.
110.59
-
8350.5
As in item 3 above but in R.C.C. column in 1:1.5:3
42.06
-
9072.5
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.
341.59
-
5130
Class-150 brick work in 1:4 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. (1:4 cement & coarse sand).
166.71
-
4674
40 mm thick Red sand stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.
951.45
-
923.74
Providing & fixing of door / windows grill.
1489.23
-
66.5
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.
82.01
-
90.73
INTERLOCKING TILES
-
-
-
Earth work in excavation
222.67
-
104.5
P.C.C. 1:4:8
296.61
-
5225
B/W in Toe wall (1 cement : 4 coarse sand )
126.69
-
4674
Providing and laying of 80mm thick cement concrete interlocking pavers block including cost of bedding sand & joint filling with sand all materials, labour, T & P etc. required for proper completion the work.
1499.18
-
831.25
INDIA MARK - II HAND PUMP (3 Nos)
-
-
-
Supply of following sizes of P. V. C. pipes fittings ( 6 kg/cm2)
-
-
-
(a) 110 mm dia P. V. C. pipe
120
-
237.5
(b) 110 mm dia Slotted P. V. C. pipe
30
-
332.5
12 mm dia M.S. connecting Rod with Hook & Thread
24
-
95
Supply of 32 mm dia G.I. pipe ( Medium class).
72.6
-
285
Supply of India Mark-II Hand Pump complete with 24 m connecting rod and one number Cylinder.
3
-
9500
Hiring of boring T & P including its carriage upto site and return back after completion of work.
3
-
475
150 mm dia boring by palm & pressure method in all type of strata and leveling the site after completion of work including supply of all labour etc. complete.
-
-
-
(a) 0 to 30 M below G.L.
150
-
142.5
Preparation of PVC assembly and lowering of 110mm/60mm PVC pipe and strainer including supply of all labour, carriage upto site etc. required for proper completion of work.
-
-
-
(a) 0 to 30 M below G.L.
150
-
14.25
Filling with coarse sand surrounding of hand pipe and below strainer and remaining base including supply of all labour, T & P, materials etc. required for proper completion of work.
4.5
-
1757.5
Carriage of India Mark-II Hand pump, 32 mm dia G.I. Pile C/rod etc. for divisional store to site of work and its installation with G.I. Riser pipe including supply of all labour etc. complete with development of bole and its testing.
3
-
475
Construction of precast platform for India Mark-II Hand Pump as per departmental type design including supply of all materials, etc. required for proper completion of work.
3
-
2375
Excavation for collection of water for boring
-
-
-
2.5x2.5x1.5 = 9.375M3
28.13
-
104.5
Water collection for pressure boring.
3
-
475
Provision for unsuccessful bores
3
-
380
SOLAR LIGHT
-
-
-
SUPPLY & FIXING OF SOLAR LIGHT INCLUDING INBUILT CHARGE CONTROLLER AND DUSK TO DAWN OPERATION, GALVANIZED POLE OF M.S. MATERIAL AND 7 METERS HEIGHT, BATTERY TUBULAR 12V/150 AH, SUITABLE FOR 2 DAYS AUTONOMY AND SOLAR PANEL 200WP.
5
-
38000
HIGH MAST LIGHT
-
-
-
Supply of 12.5 M high mast shaft in two sections suitable for 55 m/sec wind speed, with raising lowering system comprising, head frame, luminaries carriage suitable to install 8 nos luminaries carriage suitable to install 8 nos luminaries in symmetrical arrangement, double drum winch, 5mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightening final. Wiring material, power cables between panel and mast, MCB in base compartment are not included.
2
-
179553.27
Supply of foundation bolts manufactured from special steel along with nuts, washers, anchor plate and common template.
2
-
4788.09
Supply of non-integral floodlight luminaries type BGENF22R with two nos 400 W SV T lamps and its control gear boxes including CG mounting clamps and bolts.
16
-
14962.77
Supply of twin dome aviation obstruction lights of type BJAOL 2 with two nos no. 100 W GLS lamps
2
-
3411.51
Supply of outdoor stand mounted feeder pillar with 32A TPN MCB incomer, single dial time switch, 25A TP contactor for the automatic switching of luminaries, power tool control with 2 no 9A contactors and raise lower push button, Incoming 35 sq. mm and out going 16 & 2.5 sq. mm terminals (Type STD4).
2
-
25597.5
ERECTION PART
-
-
-
Construction of shallow foundation with M25 graded concrete for the highmast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2 metre depth with all materials and labour. 2 Job, with Erection of the high mast with the help of suitable tools and plants, wiring of luminaires with all wiring materials like PVC insulated PVC sheathed flexible cable of suitable copper conductor cores of 1.5 sq. mm , lugs, MCB and all labour.2 Job, with Provision of GI pipe earthing for High mast with 2.5 M long 40mm dia GI Pipe including connection to High mast earth terminal with 25x3 mm GI flats with all materials and labour. (2 nos per mast required) 4 Nos & Installation of the mast feeder pillar by grouting the stand in concrete. with Complete in all.
2
-
130625
R.C.C. BENCHES (1.50 X 0.60) 18 Nos
-
-
-
Earth work in excavation in trenches for foundation pipes cable etc. (Loan clay or sand) including lift up to 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within ahead of 30m.
9.72
-
104.5
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) not less than strenght of M150 stone ballast, including cost of form work in foundation & floors.
1.94
-
5225
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in slab excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and T & etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.
1.94
-
8350.5
Class-150 brick work in 1:4 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. (1:4 cement & coarse sand).
4.1
-
4674
Class-150 brick work in 1:4 cement and coarse sand of 2.25 F.M. mortar in super structure including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:4 cement & coarse sand).
1.74
-
5315.25
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.
1.53
-
5130
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)
46.19
-
118.75
Finishing wall with water proof cement paint of approved quality such as Snowcem, Durocem of required shade on undecorated wall surface to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including curing & cost of all materials labour T&P etc complete.
46.19
-
59.38
P/L 25mm thick kota stone flooring over 20 mm thick base of cement mortar 1:2 (1 cement : 2 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete.
16.2
-
1149.5
Filling of cartage Earth in Campus of Amolipur Hnuman Mandir including watering, dressing required for proper completion of work.
670.5
-
248.3
GST will be paid extra as per GST Notification
-
-
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