Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Coronavirus COVID 19
Eprocure
Opening Date10 Aug 2018
Closing Date17 Aug 2018
Tender Amount₹ 6,65,57,607
Costs
EMD
₹ 17,81,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_HPDA_238142_2Bid Award Id
ViewTender No
260/CE/HPDA/2018 Dt 02-08-2018 TBTender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
GEM & Bid Advisory Services
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BOQ Items
Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8Kms. from the site of work and including watering, dressing etc, labour and T&P etc. required for the proper completion of the work. saplings of girth up to 30cms. measured at a height of 1M. above ground level and removes of rubbish up to a distance of 50M. out side the periphery of area cleared. SI.No. 255(a)
172
-
460
Concrete with 4cm. gauge stone ballast, coarse sand of 2.20 F.M and cement in proportion of 8:4:1 in foundation and under floors, including supply of all materials, labour, T&P etc. required for proper completion of the work.
212
-
5200
RCC work with cement, approved Coarse sand and 20mm stone grit in proportion of 1:1.5:3 in raft foundation and footings excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc. required for proper completion of the work, including cost of binding wire.
996
-
6750
M.S (Tor steel or plain) work in plain work such as RCC or RB work including bending for proper shape and including supply of steel and its wastage, bend, hooks and authorized over lapping shall be measured and including cost of binding wire (Based on S.I No. 504)
940
-
5600
M-150 brick work in 1:6 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all material, labour T&P etc. required for proper completion of the work as per direction of the work as per direction of Engineer-in-charge.
124
-
4230
Concrete with 4cm. gauge stone ballast, coarse sand of 2.20 F.M and cement in proportion of 8:4:1 in foundation and under floors, including supply of all materials, labour, T&P etc. required for proper completion of the work. SI.No. 373/08.
128
-
5200
RCC work with cement, approved Coarse sand and 20mm stone grit in proportion of 1:1.5:3 excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc. required for proper completion of the work, including cost of binding wire.
-
-
-
A) For Column Work
-
-
-
(i) Ground Floor & First Floor
144
-
8000
(ii) Second Floor
72
-
8080
(iii) Third Floor
100
-
8160
B) For Lighter Beam
-
-
-
(i) Ground Floor & First Floor
232
-
7500
(ii) Second Floor
116
-
7575
(iii) Third Floor
148
-
7650
C) For Roof Slab
-
-
-
(i) Ground Floor & First Floor
384
-
7700
(ii) Second Floor
192
-
7777
(iii) Third Floor
208
-
7854
D) For Lintels (RCC mix 1:1½:3)
-
-
-
(i) Ground Floor & First Floor
16
-
7400
(ii) Second Floor
8
-
7474
(iii) Third Floor
8
-
7548
M.S (Tor steel or plain) work in plain work such as RCC or RB work including bending for proper shape and including supply of steel and its wastage, bend, hooks and authorized over lapping shall be measured and including cost of binding wire (Based on S.I No. 504)
-
-
-
(i) Ground Floor & First Floor
732
-
5600
(ii) Second Floor
368
-
5656
(iii) Third Floor
440
-
5712
M-150 class brick work in 1:6 cement and coarse sand of 1.25 fineness modulus mortar in super structure including supply of all material, labour T&P etc. required for proper completion of the work as per direction of the work as per direction of Engineer-in-charge. (SI.No. 307-306+303+309+310)
-
-
-
(i) Ground Floor & First Floor
528
-
4770
(ii) Second Floor
264
-
4817.7
(iii) Third Floor
312
-
4865.4
Same as above item no. 12 but walls of ½ brick thick in 1:4 cement & coarse sand (F.M. 2.20) Mortar (Based on SI.No 307-306+305+309+310a)
-
-
-
(i) Ground Floor & First Floor
528
-
5010
(ii) Second Floor
264
-
5060.1
(iii) Third Floor
264
-
5110.2
M.S or iron work for fabrication of M.S gril & case railing wrought to required from including supply of steel and its wastage including cost of bolts, nuts it required for and welding, grinding and making holes as required of completion of the work.
-
-
-
(i) Ground Floor & First Floor
206.76
-
6350
(ii) Second Floor
103.40000000000002
-
6413.5
(iii) Third Floor
103.40000000000002
-
6477
Same as in items 502 above but steel Z Section window excluding Glass panes.
-
-
-
Openable Panel
-
-
-
(i) Ground Floor & First Floor
75.76
-
7000
(ii) Second Floor
37.88
-
7070
(iii) Third Floor
37.88
-
7140
Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick
masonry surface backing including drilling necessary holes and the
cost of bolt etc complete.
8.8.1 Wedge expansion type
8.8.1.1 Fastener with threaded dia 6 mm
4224
-
25.25
Cement concrete with 2cm gauge approved stone grit,coarse sand & cement in the proportion of 4:2:1 including supply of all materials,labour,Tools & plants etc.required for proper completion of the work.
-
-
-
(i) Ground Floor & First Floor
20
-
6250
(ii) Second Floor
12
-
6312.5
(iii) Third Floor
12
-
6375
Providing and fixing PVC chicken wire mesh including supply of all materials,labour,Tools & plants etc.required for proper completion of the work.
496
-
30
12mm thick cement plaster with 1:6 cement and approved coarse sand mortar over brick work minimum thickness not to be less than 1cm including supply of all material, labour, tolls and plants etc, required for proper completion of the work as per direction of Engineer-in-charge.
-
-
-
(i) Ground Floor & First Floor
9040
-
155
(ii) Second Floor
4520
-
156.55
(iii) Third Floor
5188
-
158.1
12mm thick cement plaster with 1:6 cement and approved coarse sand mortar over brick work minimum thickness not to be less than 1cm including supply of all material, labour, tolls and plants etc, required for proper completion of the work as per direction of Engineer-in-charge. Add. For extra labour and materials for plaster over rough face of one brick wall. (Based on S.I No. 596)
-
-
-
(i) Ground Floor & First Floor
4660
-
170
(ii) Second Floor
2332
-
171.7
(iii) Third Floor
2824
-
173.4
Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). sqm 143.80
5332
-
143.8
Supply and filling of cinder in sunken portion i/c supply of all materials, labour & T&P etc. required for proper completion of the work.
-
-
-
First Floors
24
-
212.1
Second Floor
24
-
214.2
Third Floor
24
-
216.3
11.37A Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green,black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.. 300x300mm over KITCHEN TOP
56
-
660.2
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White,Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete. 300x300 mm
-
-
-
(i) Ground Floor & First Floor
228
-
747.9
(ii) Second Floor
112
-
755.38
(iii) Third Floor
112
-
762.86
11.36 Providing and fixing Ist quality ceramic glazed wall tiles of size 200x300 mm conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. sqm 744.80
-
-
-
(i) Ground Floor & First Floor
536
-
744.8
(ii) Second Floor
268
-
752.25
(iii) Third Floor
268
-
759.7
Providing and Fixing of 4.00mmx3.00mm depth glass strips as below in joints of floor and skirting at the time of laying floor and skirting flushing with floor level including supply of all materials, labour & T&P etc. required for proper completion of the work.
672
-
17
4cm thick 1:2:4 plain Cement Concrete floor with cement, approved coarse sand and 2cm graded approved stone grit finished with 3mm (1/8”) floating coat of neat cement of cement and marble dust in ratio 5:1 as specified including removing any over lapping mortar at joints of the panels if any and giving them a uniform finish, including supply of all materials, labour, T&P etc. required for proper completion of the work. with out base concrete.
-
-
-
(i) Ground Floor & First Floor
2788
-
330
(ii) Second Floor
1524
-
333.3
(iii) Third Floor
1588
-
336.6
2.5 cm (1") thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm. (1") graded approved stone grit, laid in panels finished with 3 mm. (1/8") floating coat of neat cement of cement and marble dust in ratio 5:1 as specified over and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
-
-
-
(i) First Floor
24
-
235
(ii) Second Floor
24
-
237.35
(iii) Third Floor
28
-
239.7
S/F of hexagonal fan box with hexagonal side of approx 80 mm in length fabricated from 16 SWG M.S. sheet incorporating 10 mm dia M.S. round bar duly bent for supporting fan hanger duly painted with red oxide and screwing arrengement with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all materials, labour, T & P etc. for proper completiom of work.
-
-
-
(i) Ground Floor & First Floor
192
-
135
(ii) Second Floor
96
-
136.35
(iii) Third Floor
96
-
137.7
Providing and fixing 40mm dia & 300mm long I.S.I marked PVC water spout pipe in cement mortar 1:4 cement & coarse sand mortar etc all complete. .
-
-
-
(i) Ground Floor & First Floor
392
-
30
(ii) Second Floor
196
-
30.3
(iii) Third Floor
196
-
30.6
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
-
-
-
(i) Ground Floor & First Floor
4660
-
87.35
(ii) Second Floor
2332
-
88.22
(iii) Third Floor
2332
-
89.1
Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied
@ 2.20 kg/10 sqm)
-
-
-
(i) Ground Floor & First Floor
4660
-
96.05
(ii) Second Floor
2332
-
97.01
(iii) Third Floor
2332
-
97.97
Colour washing one coat using approved.Colouring material buff, blue, gray or brown shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.
-
-
-
(i) Ground Floor & First Floor
7296
-
18
(ii) Second Floor
3648
-
18.18
(iii) Third Floor
3648
-
18.36
Painting or varnishing work in small areas or new wood/steel work with one coat ready mixed priming paint and two coat or approved superior quality ready mixed paint or varnish including supply of all materials, labour. T&P etc. required for proper completion of the work. Paint to be used should confirm the ISI.No.103-1950. As per SOR. 641+642
-
-
-
(i) Ground Floor & First Floor
2456
-
80
(ii) Second Floor
1228
-
80.8
(iii) Third Floor
1228
-
81.6
P/L (Brick coba treatment) integral cement based water proofing treatment including.... preparation of surface as required for treatment of roofs terrace, sunken portion horizontal surface and side wall etc. consisting of following operations applying and grouting a slurry coat of neat cement using 2.75Kg/sqm. of cement and mixed with proprietary water proofing compound confirming to IS 2645 over the RCC slab including cleaning the surface before treatment laying cement concrete using broken brick/bricks bats 25mm to 100mm size with 50% of cement mortar 1:4 (1cement 4coarse sand) and mixed with proprietary water proofing compound confirming IS 2645 to fequi4red slope and treating similarly the adjoining walls up to 300 height in the rounding of junctions of walls and slabs after two day days of proper curing applying second coat of cement slurry admixed with proprietary water proofing compound confirming IS. 2645 finish the surface with 20mm thick joint less cement mortar of 1:4 ( 1cement 4 coarse sand) and mixed with proprietary water proof compound confirming to
-
-
-
IS 2645 and finally finish8ingthe surface with trowel with neat cement slurry and making of 300x300mm square. the whole terrace so finished shall be flooded on water for a minimum period of three weeks to during and for final test all above operations to be done in order and as directed and specified y the E./I with average thickness at Khurra 66mm.
1624
-
900
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :12.21.1 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.
48
-
180.096
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. sqm 298.30
996
-
286.368
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:
9.21.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
-
-
-
(i) Ground Floor & First Floor
668
-
1497.36
(ii) Second Floor
336
-
1512.33
(iii) Third Floor
336
-
1527.31
Approximate cost of ISI marked oxidized iron fitting with screws for door & windows etc.(for estimate purpose only)
-
-
-
(i) Ground Floor & First Floor
668
-
400
(ii) Second Floor
336
-
404
(iii) Third Floor
336
-
408
Renewing panes of Glass in doors, window & ventilators or fixing in the new work with 4 mm thick Glass panes fixed with brads and putty including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.
-
-
-
(i) Ground Floor & First Floor
424
-
535
(ii) Second Floor
212
-
540.35
(iii) Third Floor
212
-
545.7
Numbering of Flats with letter/no. writing including painting with one coat ready mixed priming paint and two coat or approved superior quality ready mixed paint or varnish including supply of all materials labour T&P etc.required for proper completion of work. =3x6=18
192
-
20.5
Part B :-- Water Supply & Sanitation Work
-
-
-
Providing & fixing GI pipes complete with GI fittings and clamps, including cutting & making good the walls etc.
-
-
-
Internal work- Exposed on wall
-
-
-
40 mm dia
480
-
378.38
25 mm dia
384
-
168.96
15 mm dia
288
-
99.84
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 1.00 m 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 testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.
18.8.2 20 mm nominal outer dia Pipes
1344
-
273.46
Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
192
-
2208
Providing and fixing on wall face unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A, including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
-
-
-
110 mm diameter pipe
416
-
297.6
90 mm diameter pipe
480
-
235.2
Providing and fixing on wall face unplaqsticised- PVC moulded fitting/ accessories for unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A,including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
-
-
-
12.42.3 Single tee with door
12.42.3.2 110x110x110 mm each 181.55
192
-
174.29
12.42.3 Single tee with door
12.42.3.1 75x75x75 mm each 121.50
192
-
116.64
Bend 87.5 degree
-
-
-
Plane short bend 90mm bend
48
-
108.72
Plane short bend110mm bend
48
-
155.09
Door short bend110mm bend
96
-
155.09
Providing and fixing rigid PVC Nahani trap of self cleaning design with complete i/c cost of cutting and making good the walls and floors.
-
-
-
2) 110 mm inlet and 110 mm outlet.
384
-
122.88
Providing and fixing on wall face unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A, including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
-
-
-
110 mm diameter pipe
-
-
-
(i) Ground Floor & First Floor
480
-
297.6
(ii) Second Floor
192
-
300.58
(iii) Third Floor
192
-
303.55
Providing and fixing on wall face unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A, including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
-
-
-
90 mm diameter pipe
-
-
-
(i) Ground Floor & First Floor
960
-
235.2
(ii) Second Floor
384
-
237.55
(iii) Third Floor
384
-
239.9
Providing and fixing 90 mm dia Y junction heavy quality ISI marked including supply of all materials labour T&P etc.required for proper completion of work.
144
-
73.49
Providing and fixing 110 mm dia PVC terminal guard heavy quality ISI marked including supply of all materials labour T&P etc.required for proper completion of work.
48
-
73.49
Providing and fixing 90 mm dia PVC terminal guard heavy quality ISI marked including supply of all materials labour T&P etc.required for proper completion of work.
48
-
73.49
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore
576
-
287.04
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore
192
-
319.68
18.58 Providing and fixing PTMT grating of approved quality and colour.18.58.1 Circular type
18.58.1.1 100 mm nominal dia
576
-
31.44
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. per litre 7.25UPVC Storage Tank
96000
-
4.8
Construction of brick masonry chamber of different internal size i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A) 450x450x600 mm
48
-
3035.52
(B) 600x600x900 mm
48
-
5505.6
Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete (A.R.)(0.60x0.60x1.00) m.
12
-
4152.96
Providing, laying and jointing glazed stoneware pipes class SP-1
with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :testing of joints etc. complete :
19.1.2 150 mm diameter
96
-
1045.34
Providing and fixing gunmetal gate valve withCI wheel of approved quality (Screwed end)
-
-
-
25mm nominal bore
48
-
411.07
Part C :-- Internal Electricfication Work
-
-
-
Wiring point for light in PVC conduit with 1.5 sq. mm. FR PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit conduit partly concealed in the wall and partly laid slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire, piano type switch and ceiling rose/angle/ batten holder on 3 mm. thick phenolic laminated backlite sheet etc. complete in all respect, as directed including matching colour wash.
1344
-
475.2
Same as Item No.1 but for Fan point.
384
-
556.8
Same as Item No.1 but Wiring point for call bell
192
-
441.6
Same as Item No.1 but for 5 Amp. Plug point.
1152
-
254.4
Supply and fixing of power plug with 15A/250 volt flush type
switch and 5 pin 15A/250V flush type universal socket in suitable
M.S. box of 175mm x 100mm x 50mm size with phenolic
laminated bakelite sheet cover 3mm thick fixed with brass machine
screw and cup washer.
768
-
259.2
Supply and wiring of 2 nos 2.5 sq.mm. FR but in but in 25 mm dia heavy duty (2 mm thick) PVC conduit FRLSH PVC insulated
1100V grade multistrand single core copper conductor cable partly concealed in wall & partly laid in slab along with reinforcement before concreting, with two number 14 SWG copperearth continuity wire including matching colour wash etc, complete in all respect
4320
-
208.32
Supply and wiring of submain with 2 nos 4 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in 25 mm dia heavy duty (2 mm thick) PVC conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with two number 8 SWG GI earth continuity wire including matching colour wash etc.complete in all respect
4320
-
275.52
supply and fixing of 6AMP to 32 AMP MCB (10KA).CAT C
576
-
144
S & F surface/Flush mounting 8ways SPN distribution board without additional metal door without MCB complete in all respect, as direct by Engineer in Charge.Cat C
192
-
720
S&F of 40 Amp. S.P. Isolator CAT C
192
-
134.4
S/F of PVC conduit pipe 25 mm dia in Roof and walls. Complete in all respect
960
-
40.32
159 Supply and fixing of switch box made up of 16 SWG (1.5 mm) thick M.S.sheet of 175 x 100 x 65 mm size duly painted with red oxide primer and flushed in wall including cutting of brick work, fixing it to the level with cement sand mortar, including matching colour wash with s/o all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge.
384
-
86.4
Supply and fixing of switch box made up of 16 SWG (1.5 mm) thick M.S.sheet of 100 x 100 x 65 mm size duly painted with red oxide primer and flushed in wall including cutting of brick work, fixing it to the level with cement sand mortar, including matching colour wash with s/o all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge.
192
-
57.6
1322 3 mm thick phenolic laminated sheet sq.cm 0.10
90036
-
0.1
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 8 SWG GI wire in G.I. pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30 cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer in charge complete in all respect as per drawing.
8
-
3513.6
Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respect.
128
-
72
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