Water Resources Department Tender
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Costs
EMD
₹ 1,36,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WRD_98215_1Bid Award Id
ViewTender No
DMFT/MID/GOD/F2-18/II/24-25/06Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://wrdjharkhand.nic.in/
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Documents
BOQ Items
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Provision of dewatering with 10 H.P diesel pump set including P.O.L Part -B (W R D ) Page No-83 & SI No:-10 & PM -29
200
330
66000
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Earth work in excavation in of foundation trenches in ordinary soil (Vide classification of soil item -A) and disposal of excavated earth so obtained (50 M away from the edge of the trenches ) with initial lead of 150M and initial lift of 1.5m all complete as per Specification and direction of E/I . Part -B (W. R. D. ) Page No- 119 & Item No- 6.1.8
72.94
177
12965.81
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Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. Part - B (B. C. D), Page:-99, & Item No-5.1.1
71
151
10779.22
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Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.& Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) Part - B (B. C. D), Page:-99, & Item No-5.1.1 +5.1.2
229.4
167
38385.5
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Earth work in filling foundation trenches and back filling of masonry structure with suitable aerth in layers not exceeding 150mm thick well watered, rammaed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m, as per specification and direction of E/I. Part -B (W R D ) Page No:-120 & Item No :-6.1.16
24.32
114
2784.64
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Fillirrg in foundation trenches and plinth in layers not exceeding 150 mm thick wellwatered, rammed, fully compacted and fine dressed with earth obtained after cutting withtn a lead of 50 ltl and liftof 1.5 M all complete as per building specification ancj clirection of E/l. Part - B (B. C. D), Page:-99, & Item No-5.1.7
3.7
55
204.54
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Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) Part - B (B. C. D), Page:-99, & Item No-5.1.10
99.23
589
58497.08
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Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. Part - B (B. C. D), Page:-124, & Item No-5.6.3
203.43
330
67201.07
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Providing designation 75B one brick on edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. Part - B (B. C. D), Page:-124, & Item No-5.6.4
90.42
525
47496.72
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Providing and laying P.C.C.M150 With nominal mix of (1:2:4) in various components of barrage foundation-do-do- all complete as per specific-ation and direction of E/I. Part -B ( R. C. D.) ,Page:-426, S No:-9.06 & (A) Case- II
9.04
3971
35897.84
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level Providing and laying P. C. C. M150 with nominal 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)all complete as per bulding specification and direction of E/I. Part -B ( B. C. D.) ,Page:-106, Item No:-5.3.1.2
3.9
4598
17933.1
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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) all complete as per building specification and direction of Engineer-in-charge, Part - B (B. C. D), Page:-106, & Item No-5.3.1.1
30.07
4961
149199.22
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). complete as per building specification and direction of E/I. Part - B (B. C. D), Page:-106, & Item No-5.3.2.1
17.49
5989
104760.2
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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) all complete as per building specification and direction of Engineer-in-charge, Part - B (B. C. D), Page:-107, & Item No-5.3.9.1
14.04
5218
73260.72
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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 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). all complete as per – do- do- all complete as per building specification and direction of E/I. Part - B (B. C. D), Page:-107, & Item No-5.3.11
6.02
6308
37979.4
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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 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). all complete as per – do- do- all complete as per building specification and direction of E/I. Part - B (B. C. D), Page:-107, & Item No-5.3.10
5.05
6082
30716.37
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Providing ramdom rubble stone masonary in c.m. (1:4) in foundation and plinth with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening , racking out joints, to 20mm,depth, curing taxes and royality all complete as per bulding specification and direction of E/I . Part - A , Common Item of Works Page No- 204 & Item No- 5.2.28
14.28
2739
39122.63
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Providing ramdom rubble stone masonary in c.m. (1:4) in superstructure and with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening of materials,Scaffolding, racking out joints, to 20mm,depth, curing texas and royality all complete as per bulding specification and direction of E/I. Part - A , Common Item of Works Page No- 204, & Item No- 5.2.31
11.04
2906
32092.84
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Providing designation 75B brick work in C.M (1:6 ) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. Part - B (B. C. D), Page:-100, & Item No-5.2.6
24.73
5110
126376.73
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Providing 25 mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening ,curing,with all leads and lifts of water scaffolding taxes and royalty all . complete job as per building specification and direction of E/I .Part - A , Common Item of Works Page No- 200 & Item No-5.7.12
34.2
258
8853.35
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Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. Part - B (B. C. D), Page:-129, & Item No-5.7.3
589.61
165
97757.34
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Labour for laying fitting and fixing NP2 hume Pipe 600mm dia with collars in line, level and graded as well as providing approved jointing materials and joint properly filled to make them water proof, -do-do- all complete as per specification and direction of E/I.Part -B (W. R. D. ) Page No- 149 & Item No- 7.6.1.3
20
694
13897.6
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Supplying NP2 hume Pipe 600mmdia -do-do- all complete as per specification and direction of E/I. Part -B ( R. C. D. )SL No-14, M300 & Page No-83
20
1386
27720
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Supplying & laying boulder in rock toe, heel trenches of the dam as per design & drawing including the cost of materials, royalty and all taxes etc. But excluding the cost of carriages all complete as per specification and direction of E/I. Part - A Common Item of Works Page- 209 & Item No-5.6.4
9.72
1491
14493.1
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete all complete as per – do- do- all complete as per building specification and direction of E/I. Part - B (B. C. D), Page:-108, & Item No-5.3.17.1
177.42
194
34508.19
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Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers as per – do- do- all complete as per building specification and direction of E/I. Part - B (B. C. D), Page:-107, & Item No-5.3.17.5
83.64
363
30442.45
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Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts all complete as per – do- do- all complete as per building specification and direction of E/I. Part - B (B. C. D), Page:-107, & Item No-5.3.17.6
55.88
465
26005.43
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providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.(TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL) Part - B (B. C. D), Page:-119, & Item No-5.5.4
0.77
83314
64151.8
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providing Tor steel reinforcement of 10mm, 12mm, & 16mm. dia bars as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.(a) 10mm(TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL) Part - B (B. C. D), Page:-119, & Item No-5.5.5 (a)
1.82
82096
149497.8
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Providing Tor steel reinforcement of 10mm, 12mm,& 16mm. dia bars as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I(b) 12mm (TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL) Part - B (B. C. D), Page:-119, & Item No-5.5.5 (b)
1.02
80879
82334.89
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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).D.S.R 11.20.3
155.09
971
150705.61
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Supplying, fitting, and fixing M.S. Grill made of 20X6mm M.S. Flate as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. (where materials is not supplied by the deptt.)Part - B (B. C. D), Page:-120, & Item No-5.5.12
3189.63
82
262538.45
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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. (TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL) Part - B (B. C. D), Page:-122, & Item No-5.5.29
6.51
4283
27883.24
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Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface throughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurement area shall be multiplied by the co-efficient as indicated in building specification)Part - B (B. C. D), Page:-134, & Item No-5.8.41
275.43
57
15911.59
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Providing two coat of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface throughly , scaffolding and taxes all after removing dirt including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I.Part - B (B. C. D), Page:-134, & Item No-5.8.45
275.43
66
18189.4
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Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding , curing and taxes all complete as per building specification and direction of E/I. Part - B (B. C. D), Page:-132, & Item No-5.8.24
589.61
109
64308.76
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60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.16.91.1 D. S. R
564.68
907
512514.86
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MS Strip Cast Iron Bench TPS-02-BN
21
15450
324450
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Dolphin/Other FRP Dustbin TPS-17-DB
6
5100
30600
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Fabrication, Transportation and supply of polygon High mast with single section of 3mm thick of bottom of155mm and top 70mm dia with BSEN 10025 grades 355 jo steet ptate for Shaft, is 2062 for base plate , having a base plate o size 260mm dia 16mm thick whit its accessories, mast shall be in single section for 9Mtrs Mast shall be hot dip galvanized and suitable for wind velocity of 180KMPH as per IS 875 part 3 including head frame 2 point suapension system with steel rope 6mm dia (7/19) construction double drun winch / power tool operating speed of 900 RPM and necessary cable trailer connection and single speed motar with M24x800mm foundatin boits of required quantity. Suitable for 6 luminaires with GLS type aviation twin tamp. all complete job as per direction of E/I Supply of 16.0mtr high mast in two section Const. S355 1No Set Part -B (E D. ) Page No- 50 & Item No-M-879
1
174900
174900
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Foundation and erection charges with special T & P for long Octagonal/ Conical polo duly provding 4 Nos. Foundation bolts with nuts with providing of 0.67 Mtrs x0.67 x 1.50 Mtrs size M20cc work vibrated concreting mixing with necesary steel (20kg) rienforcement and curting for 7 days asdurected by the field engineers during execution including excavation of earth /8 I all labour charges and cost conveyance of materiala etc. complete. all complete job as per direction of E/I . As per market
1
17713
17713
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240W LED Flood Light 6 Nos. ( C & S ) all complete job as per direction of E/I. /Part -B (E D. ) Page No- 54 & Item No-M-852
6
18758
112549.8
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Carriage of materials Cement
45.75
456
20866.12
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Sand
179.25
312
56062.23
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Chips
74.11
1399
103679.89
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Boulder
35.04
1455
50989.51
... More
NP2 Hume Pipe 300 mm dia
6.48
568
3680.64
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Bricks
21.54
1201
25884.87
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Paver Block
18.35
1201
22049.36
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Provision of GST @ 18%
1
1023418
1023418.1
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Add 1% Labour Cess
1
67090
67090.74
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