Water Resources Department Tender
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Costs
EMD
₹ 1,86,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRD_80200_1Bid Award Id
ViewTender No
DMFT/MID/HAZARIBAG/F2 - 15/2023-24 (Gr. No. -03)Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://wrdjharkhand.nic.in/
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Documents
SPECIAL CONDITIONS FOR ONLINE
BOQ Items
Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royality all complete job as per specification and direction of E/I. (5.6.3. BCD)
102.7
33925
330.34
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (5.3.1.2) BCD
8.62
39636
4598.23
Centering and Shutterting including strutting, propping etc. and removal of form for Foundations, footings, bases of coulmns, etc for mass concrete 5.3.17.1 BCD
5.95
1157
194.5
Centring and shuttering including strutting propping etc and removal of form for lintels, beam, plinth beam, girders,bressumers and cantilevers. 5.3.17.5 BCD
72.44
26365
363.97
Centring and shuttering including strutting propping etc and removal of form for weather shade, chajjas, corbets etc, including edges. 5.3.17.19 BCD
10.78
4803
445.55
Centring and shuttering including strutting propping etc and removal of form for suspended floors, roofs, landings, balconies and access platform. 5.3.17.3 BCD
111.01
48380
435.82
Centring and shuttering including strutting propping etc and removal of form for Columns, pillars,piers, abutments, posts and struts. 5.3.17.6 BCD
35.75
16637
465.38
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) (5.3.9.1
26.59
138746
5218
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) (5.3.10) BCD
In Column
9.52
57904
6082.45
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (5.3.11) BCD
21.24
134000
6308.87
Providing 75A brick work in C.M. (1:6) in Foundation and Plinth -d-do- all complete job as per specification and direction of E/I. (5.2.3) BCD
33.32
170273
5110.26
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). (5.3.5) BCD
7.95
2212
278.35
Providing 75A brick work in C.M. (1:4) in Superstructure -do- -do- all complete job as per specification and direction of E/I. (5.2.10) BCD
60.72
349264
5752.05
Providing 50mm thick first class patent stone flooring (1:2:4) with 20 mm to 6 mm.size gradede stone chips fibished with floor ig coat of neat cement in pannels -d- -do- all complete job as per specification and direction of E/I. (5.6.9) BCD
65.06
32873
505.28
Supplying, fitting and fixing local make fully glazed steel door, windows or ventilation of standard rolled 'Z' and mullion steel section and size -do-do- all complete job as per specification and direction of E/I.(5.5.18) BCD
8.92
39930
4476.55
Supplying, Fitting and fixing M.S grill made of 20 x 6mm M.S. flat -do- -do- all complete job as per specification and direction of E/I. (5.5.12) BCD
420.67
34625
82.31
Providing TOR steel Reinforcement of 8mm dia rods as per approved design and drawing with cutting, bending, binding and placing in postion all complete job per specification and direction of E/I. (5.5.4 BCD) 8mm
1.15
95477
83314.02
Providing cost of M.S. Reinforcement with cutting, bending, binding and placing in postion -do- -do- all complete job per specification and direction of E/I. (5.5.5(a) BCD) 10mm
3.27
268127
82096.54
Providing cost of M.S. Reinforcement with cutting, bending, binding and placing in postion -do- -do- all complete job per specification and direction of E/I. (5.5.5(C) BCD) 16mm
4.41
357000
80879.07
Providing 6mm thick C.P. (1:4) in ceiling with clean coarse sand of FM 1.5 -do -do- all complete job as per specification and direction of E/I. (5.7.6) BCD
91.65
16869
184.06
Providing 12mm thick C.P. (1:6) with clean coarse sand of FM 1.5 including screening ,curing with all leads and lift of water ,scafolding taxes and royalty all complete job as per specification and direction of E/I. (5.7.3) BCD
347.15
57557
165.8
Providing 12mm thick C.P. (1:3) with clean coarse sand -do- -do- all complete job as per specification and direction of E/I. (5.7.1) BCD
106.87
19300
180.6
Providing 12mm thick C.P. (1:4) with clean coarse sand -do- -do- all complete job as per specification and direction of E/I. (5.7.2) BCD
186.56
32474
174.07
Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface -do- -do- all complete job as per specification and direction of E/I. (5.8.24) BCD
438.8
47859
109.07
Providing two coats of primer over steel surface -do- -do- all complete job as per specification and direction of E/I. (5.8.41) BCD
64.59
3731
57.77
Providing two coats of painting with ready mixed paint over steel surface -do- -do- all complete job as per specification and direction of E/I. (5.8.43) BCD
64.59
4560
70.61
Supplying, fitting and fixing collapsible gate of approved size and make properly fabricated with verticle double channels 20 x 10 x 2mm -do- -do- all complete job as per specification and direction of E/I.(5:5:14) BCD
3.9
21594
5537.11
Supplying and laying boulder in rock toe in trenches of the dam as per design, drawing including the cost of materials royalty and taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/l.(5.6.4) Comm.
12.5
18638
1491.06
Providing shuttering including structing, propping etc. and its removal after use in foundation as per specification and direction of E/I.(5:3:17) WRD
19.86
8302
418.03
Providing shuttering including structing, propping etc. and its removal after use in super structure portion of various components -do- as per specification and direction of E/l.(5.3.18) WRD
103.37
46514
449.98
Supplying, fitting and fixing 20 guage G.C.I. Sheet gate fitted on M.S. Angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I.
13.01
55736
4284.14
Providing 1.5 mm thick neat cement punning including curing, scaffolding, royalty and all taxes etc. complete job as per specification and direcition of E/l. (5.7.11)BCD
293.43
15971
54.43
Supplying labour and equipment for digging well (vide classification of soil item-A) includin removing the soils to a safe distance upto 50m from the edge of the well all complete Job as per specificition and direction of E/l.(3.1.64) PHED
308.37
50147
162.62
Extra for earth work in each additional lift of 1M -do- -do- all complete Job as per specificition and direction of E/l.(3.1.67) PHED 1M to 4M
49.34
8841
179.2
4M to 5M
49.34
9659
195.78
5M To 6M
49.34
10477
212.36
6M to 6.25 M
12.34
2825
228.94
E/W in filling in foundation trenches or back filling in foundation trenches or back filling of masonary structure with suitable earth in layers not exceeding 150mm thick well watered raqmmed and fully compacted and finally dressed with earth obtained from excavatin of foundation trenches and kept at lead of 30m and initial lift of 1.5m all complete job as per specification and direction of E/I.(6.1.16) WRD
45.62
5223
114.5
Providing rough dressed coarse stone masosry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite rn (2.5 to 3) washed and screened with risking out joints to 12mm depth, curing scaffolding and its removal where required royally and all taxes etc. complete Job as per specificition and direction of E/l.(5.2.31) BCD
65.45
190260
2906.96
Providing R.C.C. M-150 with nominal mix of (1:2:4) in lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of requisite F.M (2.5 to 3) including screening, shuttening, mixing cement mortar in mixer and placing in position, vibriting, striking, curing (but excluding the cost of reinforcement) tax and royalty all complete as per building specification and direction of E/l.(3.1.68)PHED
26.69
142940
5355.59
Supplying and laying sand filter blanketing in horizontal portion of the dam as per design and drawing with watering, compaction including cost of sand, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.(5.6.1) COMM
2.72
3307
1216.17
Supplying and laying good quality of stone metal filter (20mm to 63mm size) in the rock toe, heel trenches, toe drain as per design and drawing including the cost of materials, royalty, all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.(5.6.3) COMM.
8.9
15770
1771.92
Supplying and laying gravel filter (size 5mm to 15mm ) in filter blanket and in the toe drain ( in horizontal portion) of the dam as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all as per specification and direction of E/I.(5.6.2) COMM.
2.72
3209
1179.93
L/C for fitting and fixing 600mmx300mm C.I. grating in the steining walls of intake well as per specification and direction of E/I.(8.59)WRD
144
17552
121.89
Providing 25mm precast R.C.C. M-150 with nominal mix of (1:2:4) jali with approved quality of stone chips of 6mm nominal size and clean coarse sand of F.M 2.5 to 3 with 1.6mm thick M.S. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing all complete as per building specification and direction of E/l.(5.3.21.3) BCD
26.77
20769
775.85
Supplying materials and labour for fixing 20mm dia M.S. bar steps in steining wall of 0.30 M interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I.(3.1.71)PHED
30
6358
211.94
Providing 25mm thick C.P. (1:4) with clean coarse sand with clean coarse sand of FM 1.5 includig screening curing with all leads and lift of water scaffoldinf taxeses an royalty ,all complete job as per specification and direction of E/I. (5.7.12 BCD)
151.18
39135
258.87
Hire charge of diesel operated pump for bailing out of water during construction all complete as per building specification and direction of E/l.WRD pg 48-12
250
86212
344.85
.Cost of carriage of materials : Cement
58.6
30700
523.9
Sand :
339.37
126340
372.28
Stone Chips :
80.64
42019
521.08
Boulder :
77.95
54109
694.16
Stone Metal
8.9
4953
556.61
Bricks
41.52
28292
681.4
E/W in filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered raqmmed and fully compacted and finally dressed with earth obtained from excavatin of foundation trenches and kept at lead of 50m and initial lift of 1.5m all complete job as per building specification and direction of E/I.(5.1.7) B.C.D
2110.39
116662
55.28
Labour charge for laying of 8" dia P.V.C. rising main G.I. pipes (Pump House to Distribution Tank)
( 3.1.37 E) PHED
1000
78930
78.93
Labour charge for laying of 4" dia P.V.C. G.I. pipes for distribution
(3.1.37 B) PHED
2300
150213
65.31
Labour charge for fitting & fixing of 125mm to 150mm foot valve (8.01)WRD
2
1270
635.15
Labour charge for fitting & fixing P.V.C. Tail Piece (8.62)WRD
9
966
107.35
Labour charge for fitting & fixing of G.I. Bend (8.05)WRD
52
1348
25.94
Labour charge for fitting & fixing of reducer (8.09)WRD
2
378
189.26
Labour charge for installation of 20 HP to 35 HP electric motor (8.54)WRD
2
6405
3202.63
Labour charge for fitting & fixing of 150mm P.V.C. Bend (8.70)WRD
12
1120
93.39
Labour charge for fitting & fixing of P.V.C./G.I. Tee (8.67)WRD
12
1932
161.03
Labour charge for fitting & fixing of N.R. valve & sluice valve (8.15)WRD
33
17335
525.31
Labour charge for threading of M.S. pipe - 4" dia to 5" dia (8.04)WRD
20
1800
90.01
Labour charge for fitting and fixing 100mm, 150mm reducing socket (8.07)WRD
3
54
18.16
Carriage of materials to work site (pipe fittings, electric pump) by Truck (Page - 44, [{Sl. - 1(b) x 10% + 10%]
1
6521
6521.66
63A TPM 415/440 V main switch(item -187) C.E. Lt 2873 Dt 31/12/2013
2
13922
6961.37
25/30 HP motor starter ( Item -186) C.E Lt 2873 Dt 31/12/2013
2
30850
15425.14
Voltmeter - 500 V (item-188)C.E Lt 2873 Dt 31/12/2013
2
1738
869.02
Ampere Meter - 60 A (item -189)C.E Lt 2873 Dt 31/12/2013
2
1520
760.39
Wooden panel board for fitting main switch, volt meter, amp. meter etc.(202)C.E Lt 2873 Dt 31/12/2013
2
10738
5369.31
7/20 Copper Wire (194)C.E Lt 2873 Dt 31/12/2013
150
9655
64.37
7/18 Copper Wire (197)C.E Lt 2873 Dt 31/12/2013
100
7931
79.31
Batten Holder (198)C.E Lt 2873 Dt 31/12/2013
20
1344
67.24
Piano type Switch (214)C.E Lt 2873 Dt 31/12/2013
20
1138
56.9
100 Watt BulbC.E Lt 2873 Dt 31/12/2013 (203)
10
223
22.3
PVC TapeC.E Lt 2873 Dt 31/12/2013 (195)
15
217
14.48
1½" P.V.C. Flexible PipeC.E Lt 2873 Dt 31/12/2013 (199)
30
1117
37.24
63A Copper bushbar - 3 Phase 4 PoleC.E Lt 2873 Dt 31/12/2013 (201)
1
2879
2879.15
Supply of 25 HP Kirlosker Electric Motor PumpC.E Lt 2873 Dt 31/12/2013
2
315882
157941.3
6" dia G.I. (Suction) pipe=2x30 C.E Lt 2873 Dt 31/12/2013
60
111662
1861.04
4" dia Delivery Pipe = 2 x 7.5M C.E Lt 2873 Dt 31/12/2013
31
39030
1259.05
6" dia C.I. Foot Valve (COMM. PART A M1063 PAGE 134)
2
11035
5517.6
8" dia G.I Bend - 6mm thick C.E Lt 2873 Dt 31/12/2013
2
7478
3739.32
6" dia G.I. Bend - 6mm thick C.E Lt 2873 Dt 31/12/2013
3
8659
2886.39
6" dia G.I. Flange - 10mm thick C.E Lt 2873 Dt 31/12/2013
35
19794
565.55
4" dia G.I. Flange - 10mm thick C.E Lt 2873 Dt 31/12/2013
120
42760
356.34
4" dia G.I. Nipple (COMM. PART A M930 Jix page 94)
6
1979
329.9
4" dia N.R. Valve (COMM. PART A M1039A(4) PAGE 118)
2
10208
5104
4" dia Sluice Valve( COMM. PART A M1039 B4 PAGE 120)
27
210672
7802.69
4" x 8" Reducer C.E Lt 2873 Dt 31/12/2013
4
5365
1341.46
8" H.D.P.E Rising main pipe (grade-PE80-PN10)(Common Part A M-1028, PG-104)
1000
1923820
1923.82
4" dia HDPE Pipe (grade-PE80-PN06)(Common Part-A, M-1028, PG-104)
2300
908845
395.15
8" P.V.C. Bend C.EC.E Lt 2873 Dt 31/12/2013
3
2565
855.22
8" P.V.C. Tee C.EC.E Lt 2873 Dt 31/12/2013
1
1373
1373.65
4" P.V.C Tee (C.E. Lt-2873, dt-31/12/2013, Sl.no-105)
25
11437
457.5
4" G.I Bend (C.E. Lt-2873, dt-31/12/2013, Sl.No.-111)
35
36571
1044.9
4" dia P.V.C. Tail Piece (C.E. Lt-2873, dt-31/12/2013)
4
537
134.49
4" dia P.V.C. Flange (C.E. Lt-2873, dt-31/12/2013)
20
21564
1078.23
Solvent Cement (C.E. Lt-2873,dt-31/12/2013, item-134)
53
16266
306.91
M-Seal C.E(C.E. Lt-2873,dt-31/12/2013, item-136)
32
1241
38.8
Commissioning charge of complete work including fuels and lubricants at site as per direction of E/I.
1
3641
3641
Goods & Services Tax (G.S.T.) @ 18%
7824283.88
1408371
18
Labour Cess @ 1%
9232654.98
92326
1
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