Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Jul 2024
Closing Date10 Aug 2024
Tender Amount₹ 26,00,000
Costs
EMD
₹ 52,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHE_254849_3Bid Award Id
ViewTender No
ENIT NO PHEC/II/ 12 OF 2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://www.phekashmir.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Earth work in bulk excavation by mannual means over areas (exceeding 30 cm in depth and 11.50 Metered as well as 10 Sqm on Plant) including didisposal of excavated eath lead upto 50 M and lift uptio 1.5 M , as diirected by the Engineer in charge All kind of soil.
1
-
592.9
Earth work in bulk excavation by Mechanical means ( Hydraulic excavated) over areas (exceeding 30 cm in depth and 1.50 Metered as well as 10 Sqm on Plant) including didisposal of excavated eath lead upto 50 M and lift uptio 1.5 M , as diirected by the Engineer in charge All kind of soil.
1
-
187.3
Dismentling manualy /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead A)) Bitiminious road
1
-
305.95
Dismentling manualy /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead A)) Water Bound Macadam.
1
-
156.3
B) additional layyer of bitumen
1
-
149.65
Dismantling tile work in floors and roof laid in cement mortar including stacking material with in 50 Meteres lead a) For Thickness of tiles 10 mm to 25 mm
1
-
57
b( For thickness of tiles above 25 mm and upto 40 mm.
1
-
89.95
Laying and fitting of GI pipes (all classes) complete excluding cost of pipes and earth work a) 15 mm dia
1
-
22.25
b) 20 mm dia.
1
-
22.25
c) 25 mm dia
1
-
33.7
d) 32 mm dia.
1
-
33.7
e) 40 mm dia.
1
-
44.85
f) 50 mm dia.
1
-
44.85
g) 65 mm dia.
1
-
80.3
h) 80 mm dia.
1
-
80.3
i)100 mm dia
1
-
118.45
J) i)150 mm dia
1
-
118.45
Providing and fixing of of GI pipes complete with GI f fitting excluding trenches and refilling etc (extranal work) a) 15 mm dia
1
-
179.2
b) 20 mm dia.
1
-
227.9
c) 25 mm dia
1
-
311.95
d) 32 mm dia.
1
-
384
e) 40 mm dia.
1
-
434.65
f) 50 mm dia.
1
-
532.8
g) 65 mm dia.
1
-
745.1
h) 80 mm dia.
1
-
878.25
i)100 mm dia
1
-
1235.15
J) i)150 mm dia ( M)
1
-
2256.9
Providing and Laying S & S centrigugaly cast (Spun) Ductile Iron Pipes conforming to IS: 8329 A) 100 mm dia (D.I. Class K-7 Pipes)
1
-
1379.55
B) 150 mm dia
1
-
1934.7
C) 200 mm dia . “
1
-
2222
D) 250 mm dia
1
-
2514.45
E) 300 mm dia
1
-
3141.1
F) 350 mm dia
1
-
3723.8
G) 400 mm dia
1
-
4459.45
H) 450 mm dia
1
-
5400.6
I) 500 mm dia.
1
-
6107.95
J) 600 mm dia.
1
-
7866.8
Laying of S & S centrigugaly cast (Spun) Ductile Iron Pipes conforming to IS: 8329 A) 100 mm dia (D.I. Class K-7 )
1
-
41.61
B) 150 mm dia
1
-
61.58
C) 200 mm dia . “
1
-
81.3
D) 250 mm dia
1
-
106.17
E) 300 mm dia
1
-
130.74
F) 350 mm dia
1
-
178.27
G) 400 mm dia
1
-
211.5
H) 450 mm dia
1
-
246.27
I) 500 mm dia.
1
-
287.93
J) 600 mm dia.
1
-
374.35
Welding by Electric Plant including transporation plant at site etc. Complete by electric plant
1
-
6.2
Welding by Gas Plant including transporation plant at site etc. Complete
1
-
12.9
Dismantling GI pipes (External work) including excavation and refilling after taking out the pipes, manually/ by mechanical means including stacking of pipes A) 15 mm to 40 mm dia nominal size.
1
-
109.65
b) Above 40 mm nominal bore.
1
-
121.65
Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge A) Upto 150 mm dia.
1
-
303.05
b) Above 150 mm dia to 300 mm dia,
1
-
402.1
c) Above 300 mm dia
1
-
525.6
Providing lead caulked joints to spun iron or C.I and specials including testing of joints but excluding the cost of pig lead. A) 100 mm dia.
1
-
398
B) 125 mm dia.
1
-
588.55
C) 150 mm dia.
1
-
595.95
d) 200 mm dia.
1
-
791.95
e) 250 mm dia
1
-
990
f) 300 mm dia.
1
-
1192.4
g)350 mm dia.
1
-
1217.15
G) 400 mm dia
1
-
1599.1
H) 450 mm dia
1
-
1793.45
I)500 mm dia.
1
-
1896.75
J) 600 mm dia.
1
-
2568.55
Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, consolidated each deposited layers lead upto 50 M and lift upto 1.5 M
1
-
180.55
Supply of spun yarn
1
-
65.57
Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket A) 100 mm dia
1
-
94.8
B) 150 mm dia.
1
-
150.35
C) 200 mm dia . “
1
-
221.9
D) 250 mm dia
1
-
270.65
E)300 mm dia.
1
-
346.2
F) 350 mm dia
1
-
367.6
G) 400 mm dia
1
-
564.2
H) 450 mm dia.
1
-
653.1
I) 500 mm dia.
1
-
697.55
J) 600 mm dia.
1
-
936.55
Providing and fixing GI Union in existing GI pipes including cutting and threading the pipe end making long screws including excavation, refilling the earth or cutting of wall and making good the same complete whereever required 15 mm
1
-
664.25
20 mm nominal size
1
-
688.35
25 mm nominal size
1
-
720.45
32 mm nominal size
1
-
780.65
40 mm nominal size.
1
-
820.8
50 mm nominal size
1
-
1156.7
65 mm nominal size.
1
-
1453.75
80 mm dia.
1
-
1646.4
Providing and laying S&S, CI standard special such as Tees, Bends, Collars, flanges,Tapers and caps etc suitable for flanaged jointing as per ISI 1538 upto 300 mm dia.
1
-
85.39
ii) Abve 300 mm dia.
1
-
88.07
Providing and laying S&S CI standard special such as Tees, bends collars, tapers and caps etyc. (Heavy duty) Upto 300 mm dia.
1
-
57.3
Over 300 mm dia.
1
-
58.63
Dismantling CI pipes excluding excavation and refilling trenches after taking out the pipes mannualy by mechanical means breaking lead caulked joints,melting of lead and making into blocks including stacking of pipes and lead at site with 50 mtrs lead as per directionof Engineer incharge a) Upto 150 mm dia.
1
-
112.2
b) Above 150 mm to 300 mm dia.
1
-
198.35
c) Above 300 mm dia
1
-
308.65
Labour for cutting CI pipes with steel saw A)80-mm dia CI Pipe.
1
-
115.2
b) 100 mm dia CI Pipe.
1
-
154.6
C) 125 mm dia CI pipe.
1
-
214.8
d)150 mm dia CI pipe.
1
-
290.55
e) 200 mm dia CI pipe.
1
-
387.55
f)250 mm dia CI Pipe
1
-
481.5
g)300 mm dia CI Pipe
1
-
578.5
h)350 mm dia CI Pipe
1
-
672.5
i)400 mm dia CI Pipe
1
-
769.05
j)450mm dia CI Pipe
1
-
863.45
Providing and fixing gun metal gate valve with CI wheel of approved quality (Screwed end) 20 mm nominal bore
1
-
513.4
25 mm nominal bore
1
-
691.7
32 mm nominal bore
1
-
750
40mm nominal bore
1
-
834.6
50mm nominal bore
1
-
986.15
65mm nominal bore
1
-
1646.05
80mm nominal bore
1
-
2605.15
Laying in position centrifugally cost (Spun) iron S&S or flanged pipes (Excluding cost of pipe)
1
-
2.7
Providing & fixing of CI sluice valves(with cap) complete with bolts, nuts, rubber insertions etc. (Tail pieces if required shall be paid separately) 100 mm dia ( Class I).
1
-
4057.95
100 mm dia (Class II).
1
-
4453.85
125 mm dia (Class I)
1
-
4373.5
125 mmd ia (Class II)
1
-
5358.1
150 mm dia (Class I)
1
-
5968.85
150 mm dia (Class II)
1
-
6642.55
200 mm dia (Class I)
1
-
11608.75
200 mm dia (Class II).
1
-
13496.45
250 mm dia (Class I)
1
-
16752.05
250 mm dia (Class II)
1
-
22386.3
300 mm dia (Class I)
1
-
23159.45
300 mm dia (Class II)
1
-
27485.3
Making connection of GI distribution branch with GI main of following sizes by providing and fixing Tee including cutting and threading the pipe etc. Complete 25 mm to 40 mm nominal bore.
1
-
730.25
50 mm to 80 mm nominal bore
1
-
1387.25
Dismentaling of CI sluice valvce including stacking of useful materials within a lead of 50 meter A) upto 150 mm dia.
1
-
252.35
B) Above 150 mm dia.
1
-
913.55
Dumping of stone (excluding cost of stone) in horizontal on level.
1
-
237.9
Supply of Boulders (nallah) nominal size 225 mm (stack measurement reducted by 15%)
1
-
700
Demolshing Brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per the direction of Engineer-in-change in cemernt mortar
1
-
1458.45
Fencing with angle iron post placed at required distance embeded in cement concrete blocks every 15th post last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizzontial lines and two diagonals interwoven with horizontial wires of barned wire weighing 9.38 kg per 100 m (minimum) between the tow posts fitted with GI staples tuirn buckles etc,complete (cost of posts struts earth work and concrete work to be paid for separately) payment to be made per meter cost of total lengths of barbed wire used).
1
-
19.85
Supply at site Angle Iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia etc. Complete
1
-
127.3
Demolishing cement concrete manually/ by mechanical means including disposal of material with 50 mtrs lead a) )1: 3: 6 or richer mix
1
-
1725.2
b 1:4:8 Leaner mix.
1
-
1064.55
Demolising R C C Work manually /by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 m lead as per direction of Engineer-in charge,
1
-
2516.85
Chequrred precast cement concrete tiles 22 mm thick in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and clearing etc. complete on 20 mm thick bed of cement mortar 1: 4 (1 cement: 4 coarse sand) excluding cost of tiles. Old A) Ordinary cement without any pigment
1
-
427.64
Chequrred precast cement concrete tiles 22 mm thick in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and clearing etc. complete on 20 mm thick bed of cement mortar 1: 4 (1 cement: 4 coarse sand) New. A) Ordinary cement without any pigment
1
-
903.85
Carriage of Departmental material from stacking place to site of work average distance of 1st 50 Mtrs by Head Load G.I.Pipe and fitting.(Paid as per actual distance involve at site below 100 mm dia.
1
-
0.15
a) Steel./CGI Sheet.
1
-
0.25
Ductile Iron / CI /GI/ MS/ RCC/ AC/steel cyliner pipes i) 100 mm dia.
1
-
3.96
iii)150 mm dia.
1
-
5.58
iv) 200 mm dia.
1
-
8.37
v) 250 mm dia.
1
-
14.72
vi) 300 mm dia.
1
-
18.41
vii)350 mm dia
1
-
26.33
viii) 400 mm dia.
1
-
30.63
ix) 450 mm and 500 mm dia.
1
-
40.85
x) 600 mm ,700 mm ,750 mm dia and 800 mm dia
1
-
44.93
Every additional lead of 50 Metre or parts thereof beyond 1st 50 meter upto 09 by head load (paid as per actual distance involves at site) GI pipes and fitting.
1
-
0.02
b) Steel.
1
-
0.04
Ductile Iron / CI /GI/ MS/ RCC/ AC/steel cyliner pipes i) 100 mm dia.
1
-
0.58
iii)150 mm dia.
1
-
0.82
iv) 200 mm dia.
1
-
1.23
v) 250 mm dia.
1
-
2.16
vi) 300 mm dia.
1
-
2.7
vii)350 mm dia
1
-
3.86
viii) 400 mm dia.
1
-
4.5
viii) 400 mm dia and 500 mm dia.
1
-
5.99
x) 600 mm ,700 mm ,750 mm dia and 800 mm dia
1
-
6.59
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
1
-
167.8
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scraches etc. complete
1
-
14.5
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping and sand papering and preparing the suraface smooth including necessary repair to scraches etc. complete
1
-
18.7
White washing with lime to given an even shade A) old work (two or more coats).
1
-
17.75
Distampering with dry distemper of approved brand and manufacture( one or more coat) and of required shade on old work to give and even shade.
1
-
52.95
Distempering with first quality eracrylic/ oil bound washable dismper (Readymade) having VOC content less than 50 gms per litre of approved manufacture and of required shade and colur complete as per manufactures specification, one or more coat on old work.
1
-
50.75
Repair to plaster of thickness of 12 mm to 20 mm in patches of area of 2.5 sqm and under including cutting the patch in proper shade raking out joints and preparing and plastering the surface of walls complete including disposal of rubbish to the dumping ground with 50 meter lead A) with cemernt morrar 1;4 (1 cement; 4 coarse sand).
1
-
441.4
Painting with synthetic enamal paint of approved brand and manufacture of required colour to give an even shade. (One or more coat) on old work.
1
-
86.75
Finishing walls with water proofing cement paint of required shade a) old work (One or more coat applied @ 2.20 kgs per 10 sqm) ovef priming coat of primer applied 0.8 litre per 10 sqm including cost of primer cost.
1
-
94.85
Finishing walls with water proofing cement paint of required shade ,old work (One or more coat applied @ 2.20 kgs per 10 sqm)
1
-
64.45
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plaster with 25 mm thick mud mortar mixed with phusa at 35 kgs per cum of earth and gobri leaping with phusa at 35 kg per 10 cum of earth and gobri leaping with mix 1:1(1 clay : 1 cow dung) and covered with flat tile bricks of class designation 100 grouted with cement mortar 1:3 (1 cement: 3 find sand)mixed with 2% of intergral water proofing compound by weight of cement and finishing neat A) With hand moulded F.P.S. brick tiles of class designation 10.0
1
-
1063.8
Brick work with common burnt clay (FPS non modualar)bricks of class designation 75 in foundation and plinth in cement mortar 1:6 (1 cement: 6 course sand).
1
-
7571.55
Extra for brick work in super structure above plinth level upto floor V level.
1
-
1455.65
Half Brick masnory with brick of class designatgion of 75 in foundation and plinth in cement mortar 1:4 (1 cement: 4 course sand).
1
-
947.25
Extra for Half brick masnory in super structure above plinth level upto floor V level by mannual mean
1
-
159.65
Fitter 2nd class engaged for unforseen item at site which are not in the SSR of 2022 Fifteer 2nd clas
1
-
734
Centring and shutter including strutting, propping etc.and removal of forms for foundation, footing,bases of column etc for mass concrete
1
-
286.35
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:4:8 (1 cement: 4 coarse sand 8 Graded stone aggregate of 40 mm nominal size) (Crushed)
1
-
5202.9
Labour engaged for unforseen item at site which are not in the SSR of 2022 Labour/helpere
1
-
553
Generator 250 KVA include the cost of service of operating staff, cost of lubricating oil, diesel/ petrol/ keresone oil other consumable for running the plant and mechninery, per day
1
-
3000
Providing and laying in position sim specified grade of reinforcement cement concrete including curing but excluding the cost of centring and shuttering fnishing and reinforcment -all work upto plinth level 1:2:4 (1 cement: 2 coarse sand 4 Graded stone aggregate of 20 mm nominal size) (Crushed)
1
-
7104.35
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:3:6 (1 cement: 3 coarse sand 6 Graded stone aggregate of 20 mm nominal size) (Crushed)
1
-
5733.6
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:2:4 (1 cement: 2 coarse sand 4 Graded stone aggregate of 20 mm nominal size) (Crushed)
1
-
6591.25
Cleaning of under ground sump, over head RCC tank ( independent staging) incl.disposal of silt and rubbish, all as per direction of Engineer- in -charge. The cleaning shall consist following operations:- i) Tank shall be emptied of water by pumping and bottoom shall be cleaned of silt and oother deposites. II) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc and pressure washed with water. III) Clorination of RCC internal surface by liquid chlorine. IV) The treated surface shall be dried using air jetling and all loose particles shall be remooved from the surface.V) Finally the surface shall be treated with ultra violet radiation etc as per direction of Engineer-in- charge.
1
-
64.35
Carriage of material by mechanical Transport including loading, unlooading and stacking. A.Cement, stone blocks, G.I C.I, A.C., Stainless Steel & C.C. pipes below 100mm dia and other heavy materials. 1 KM
1
-
114.44
2 KM
1
-
131.06
3 KM
1
-
147.41
4Km
1
-
163.19
5KM
1
-
178.43
Beyond 5 km upto 10 KM
1
-
13.92
Beyond 10 KM upto 20 KM
1
-
11.63
Beyond 20 Km per additional
1
-
9.81
Carriage of Sand, stone aggregate below 40 mm nominal size. And lime , mooorum building rubbish and excavatede earth .1 KM
1
-
128.75
2 KM
1
-
147.44
3 KM
1
-
165.84
4Km
1
-
183.58
5KM
1
-
200.74
Beyond 5 km upto 10 KM
1
-
15.66
Beyond 10 KM upto 20 KM
1
-
13.09
Beyond 20 Km per additional
1
-
11.04
Carriage of Bricks, 1 KM
1
-
0.34
2 KM
1
-
0.39
3 KM
1
-
0.44
4Km
1
-
0.49
5KM
1
-
0.54
Beyond 5 km upto 10 KM
1
-
0.04
Beyond 10 KM upto 20 KM
1
-
0.03
Beyond 20 Km per additional
1
-
0.03
Providing and laying S&S CI standard special suitable for mechanical jointing as per IS : 13382 Upto 300mm dia.
1
-
11979
Above 300mm dia.
1
-
12617.2
Taking out existing kerb stones of all types from foot path / central verge including remooval of mortar etc. dispoosal of unserviceable material to thr dumping ground for which payment shall be made separetely and stacking oof serviceable material within 50meter lead as per direction of Engineer in charge
1
-
27.8
Taking out existing CC interlocking paver blocks from footpath/central verge, including removal of rubbish etc, dispoosal of unserviceable material to thr dumping ground for which payment shall be made separetely and stacking of serviceable material within 50meter lead as per direction of Engineer in charge
1
-
93.4
Laying old cement cooncrete interlocking paver blocks oof any design/ shape laid in required line, level, curvature, color and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in charge.
1
-
280.95
Providing and laying 60 mm thick factory made cement concrete interloocking paver bloock of M- 30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and patern over and including 50mm thick compacted bed of fine sand , filling the joints with coarse sand etc. all complete as per directioon of engineer in charge.
1
-
816.15
Laying at or near ground level old kerb stones of all types in position to the required line , level and curvature, jointed with cement mortar 1:3 including making joints with or with out grooves ( thickness of joints , except at sharp curve, shall not be more than 5 mm) including making drainage opening whereever required etc. all complete as per directioon of engineer in charge.( lenthy of finished kerb edging shall be measured foor paytment
1
-
87.05
Providing and fixing 1 mm thick M.S sheet door with frame of 40x40x6mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S angles 40x40x6mm for diaggonal braces.
1
-
5493.9
Using Flats 30x6mm for diagonal braces and central cross piece.
1
-
5338.5
Providing and laying S&S centrifugaly cast (spun) iron pipes / DI Pipes ( class K 7) confirming to IS:8329 100 mm dia pipe.
1
-
1379.55
Providing and laying S&S centrifugaly cast (spun) iron pipes / DI Pipes ( class K 7) confirming to IS:8329 150 mm dia pipe.
1
-
1934.7
Providing and laying S&S centrifugaly cast (spun) iron pipes / DI Pipes ( class K 7) confirming to IS:8329 200 mm dia pipe.
1
-
2222
Providing and laying S&S centrifugaly cast (spun) iron pipes / DI Pipes ( class K 7) confirming to IS:8329 250 mm dia pipe.
1
-
2514.45
Providing and laying S&S centrifugaly cast (spun) iron pipes / DI Pipes ( class K 7) confirming to IS:8329 300 mm dia pipe.
1
-
3141.1
Providing and laying S&S centrifugaly cast (spun) iron pipes / DI Pipes ( class K 7) confirming to IS:8329 350 mm dia pipe.
1
-
3723.8
Providing and laying S&S centrifugaly cast (spun) iron pipes / DI Pipes ( class K 7) confirming to IS:8329 400 mm dia pipe.
1
-
4459.45
Providing and laying S&S centrifugaly cast (spun) iron pipes / DI Pipes ( class K 7) confirming to IS:8329 450 mm dia pipe.
1
-
5400.6
Providing and laying S&S centrifugaly cast (spun) iron pipes / DI Pipes ( class K 7) confirming to IS:8329 500 mm dia pipe.
1
-
6107.95
Providing and laying S&S centrifugaly cast (spun) iron pipes / DI Pipes ( class K 7) confirming to IS:8329 600 mm dia pipe.
1
-
7866.8
laying S&S centrifugaly cast (spun) iron pipes ( class LA) confirming to IS:1536 (labour only)100 mm dia pipe.
1
-
53.49
laying S&S centrifugaly cast (spun) iron pipes ( class LA) confirming to IS:1536 (labour only)125 mm dia pipe.
1
-
69.67
laying S&S centrifugaly cast (spun) iron pipes ( class LA) confirming to IS:1536 (labour only)150 mm dia pipe.
1
-
86.96
laying S&S centrifugaly cast (spun) iron pipes ( class LA) confirming to IS:1536 (labour only) 200 mm dia pipe.
1
-
127.22
laying S&S centrifugaly cast (spun) iron pipes ( class LA) confirming to IS:1536 (labour only)250 mm dia pipe.
1
-
171.51
laying S&S centrifugaly cast (spun) iron pipes ( class LA) confirming to IS:1536 (labour only) 300mm dia pipe.
1
-
220.92
laying S&S centrifugaly cast (spun) iron pipes ( class LA) confirming to IS:1536 (labour only)350mm dia pipe.
1
-
278.47
laying S&S centrifugaly cast (spun) iron pipes ( class LA) confirming to IS:1536 (labour only)400mm dia pipe.
1
-
338.97
Providing flanged joints to double flanged C.I / D.I pipes and specials including testing too joints 80 mm dia pipe
1
-
175.7
100 mm dia pipe
1
-
276.7
125 mm dia pipe
1
-
296.75
150 mm dia pipe
1
-
357.25
200 mm dia pipe
1
-
409.45
250 mm dia pipe
1
-
570.6
300 mm dia pipe
1
-
590.7
350 mm dia pipe
1
-
743.85
400 mm dia pipe
1
-
988.65
450 mm dia pipe
1
-
1196.65
500 mm dia pipe
1
-
1350.85
600mm dia pipe
1
-
1573.55
Laying in position S&S or flanged, CI standard special such as Tees, bends, collars, Tapers and caps etc (excluding cost of specials)
1
-
511.55
Laying S&S centrifugally cast (spun) ductile iron pipes conforming to IS:8329 (labour only) (a) 100mm dia Ductile iron Class K-7
1
-
41.61
Laying S&S centrifugally cast (spun) ductile iron pipes conforming to IS:8329 (labour only) (b) 150mm dia Ductile iron Class K-7
1
-
61.59
Laying S&S centrifugally cast (spun) ductile iron pipes conforming to IS:8329 (labour only) (c) 200mm dia Ductile iron Class K-7
1
-
81.3
Laying S&S centrifugally cast (spun) ductile iron pipes conforming to IS:8329 (labour only) (d) 250mm dia Ductile iron Class K-7
1
-
106.16
Laying S&S centrifugally cast (spun) ductile iron pipes conforming to IS:8329 (labour only) (e) 300mm dia Ductile iron Class K-7
1
-
130.74
Laying S&S centrifugally cast (spun) ductile iron pipes conforming to IS:8329 (labour only) (e) 350mm dia Ductile iron Class K-7
1
-
178.27
Laying S&S centrifugally cast (spun) ductile iron pipes conforming to IS:8329 (labour only) (f) 400mm dia Ductile iron Class K-7
1
-
211.5
Provdiing and laying DI special of K-12 suiltable for mechanical joints upto 600 mm dia.
1
-
17971.65
Provdiing and laying DI special of K-12 suitable for Push on l joints upto 600 mm dia.
1
-
17102
Dismantlling steel cylinder R.C. pipes manually / by mechanical means breaking lead caulked joints, melting of lead and making into blocks inc. stacking of pipes and lead at site within 50 neter lead as per direction of Engineer in charge Including excavation and refilling trenches after taking out the Upto 600 mm diameter pipes.
1
-
513.15
Above 600 mm diameter pipes.
1
-
1303.75
Excluding excavation and refilling trenches after taking out the pipes upto 600 mm diameter pipes.
1
-
308.65
Above 600 mm dia pipes.
1
-
695.1
Supply of mild steel tubes hard finished welded type
1
-
79.48
Supply of mild steel tubes hard finished seamless type
1
-
92.72
Supply of mild steel tubes electric resistant or induction butt welded
1
-
66.23
Supplying Pig lead at site of work
1
-
267.58
Providing and laying D.I specials of class K-12 suitable for mechanical jointing as per IS :9523 upto 600 mm dia.
1
-
17971.65
Providing and laying D.I specials of class K-12 suitable for mechanical jointing as per IS :9523 Above 600 mm dia.
1
-
25597.9
Shifting of private connection from old pipe to new laid pipe (Rate to be qouted by contractor)
1
-
730.25
Laying and fixing of C.I sluice valves ( with Cap) complete with bolts, nuts, rubber insertions etc.( tail pieces if required shall be paid separetely 100 mm dia ( class I) rate too be Quoted by the contractor
1
-
841.42
125mm dia (CLASS II).
1
-
942.91
150mm dia (CLASS II).
1
-
1157.01
200mm dia (CLASS II).
1
-
1588.81
250mm dia (CLASS II).
1
-
2317.23
300mm dia (CLASS I I).
1
-
2733.46
Demolshing dry Brick pitching in flooors , drains etc including stacking of serviceable material and disposal of unserviceable material within 50 meters lead
1
-
934
Steel reinforcement for RCC work including strengthning cutting, bending, placing in position and binding all complete.
1
-
123.2
Supply of Nut and bolts .upto 300 mm length
1
-
63.58
Supply of Nut and bolts .above 300 mm in length
1
-
68.88
Removing mortar from bricks and cleaning bricks including stacking within a lead of 50m ( stack of cleaned bricks shall be measured ) from brick work in cement mortar.
1
-
4.94
cement plaster ( in coarse sand) 12mm cement plaster of mix (1:4) 1 cement : 4 coarse sand
1
-
283.8
cement plaster ( in coarse sand) 12mm cement plaster of mix (1:6) 1 cement : 6 coarse sand
1
-
266.2
15mm cement plaster on rough side of single or half brick wall of mix ( in coarse sand) cement plaster of mix (1:6) 1 cement : 6 coarse sand
1
-
306.85
Providing and fixing fly proof wire guage to windows clearstory windows and door with MS flats 15x3 mm and nuts and bolts complete. Galvanised MS wire guage with 0.63 mm dia wire and 1: 4 mm aperature on both sides.
1
-
775.5
Providing and fixing Glass pines with putty and glazing clips in steel doors windows all complete with 5.0 mm thick glass panes.
1
-
1210
Providing and fixing Glass pines with putty and glazing clips in steel doors windows all complete with 4.0 mm thick glass panes.
1
-
1070.2
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