Water Resources Department Tender
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Technical
Technical
Class Of Bidder
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Class II
Technical Capacity
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The bidder is required to have prior work experience of the same nature of work for the last three years. No specific value or percentage of similar works completed is mentioned, nor are any amounts or percentages provided.
Costs
EMD
₹ 4,98,100Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Renovation And Beautification Of Barka Ahar Pond In Village- Hosir East, Panchayat- Hosir East, Under Block- Gomia, Bokaro.
Description
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Contact
Tender Id
2025_WRD_99847_1Tender No
WRD/MID/BOKARO (DMFT) /F2-07/2024-25 (Gr no. 02)Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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Eartwork in excavation of foundation trenches in Ordinary Soil (vide Classification of soil Iteam - A ) and disposal of excavated earth so obtained (50M. away from the edge of the treanches) with initial lead of 150 M and initial lift of 1.5 M as per specification and direction of E/I. W.R.D. Part -B 6.1.8
426.6
177
75832.42
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E/W in excavation of foundation treanched as per designed section in all kind of soil , including including moorum soil, soil mixed with kankar, pebble , and boulder upto 300 mm size and disposal of the same (beyond 50 m away from the toe of dam in the country side) within intial lead of 150 M and intial lift of 1.50 M. All lift as per specification and direction of E/I.W.R.D. Part -B 5.1.8
23.84
203
4853.35
... More
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 up to 50M including all lifts with leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. (BCD) 5.1.1
2193.69
151
333046.02
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Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm 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).B.C.D. 5.1.10
222.84
589
131366.41
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
With Grading-IlI Material. R.C.D. 4.1 B (iii)
225.64
1680
379142.89
... More
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. B.C.D. 5.6.3
1444.14
330
477057.21
... More
Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway 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 course sand, compacting and proper 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, all complete as per manufacturer's specifications & direction of Engineerin-Charge.
80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. D.S.R. 16.91.2
1301.12
893
1163097.19
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Providing and laying in position cement concrete of specified grade excluding the cost of centring 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 )B.C.D. 5.3.1.2
183.08
4598
841843.95
... More
Providing and laying cement concrete in retaining walls, return walls, wall (any thickness) including attached pilasters, columns, piers, abutments, pillers, posts, struts, buttresses, string or lacing courses, parapet, coping, bed blocks, anchor blocks plain window sills, fillets sunken floor etc., up to floor five level, excluding the cost of centring, shuttering and finishing : 1:2:4 ( 1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size ). B.C.D. 5.3.2.2
2.04
5626
11477.47
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Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns etc. for mass concrete. B.C.D. 5.3.17.1
3959.38
194
770099.41
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Centering and shuttering including strutting, propping etc. and removal of form for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. B.C.D. 5.3.17.2
8.86
372
3302.3
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. B.C.D. 5.3.17.3
107.52
435
46859.37
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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 : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). B.C.D. 5.3.1.1
123.9
4961
614758.35
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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. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) B.C.D. 5.3.9.1
458.02
5218
2389948.36
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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). B.C.D. 5.3.11
9.18
6308
57915.43
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Providing TMT steel reinforcement 10mm dia bars as per approved design and drawing excluding carriage of M.S bar to work site, cutting, bending end binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I. B.C.D. 5.5.5 (a)
2.6
82096
213451
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Providing TOR steel reinforcement of 12mm & 16mm dia bar as per design and drawing excluding the carriage of bars to work site,cutting bending and binding -do- -do- all complete as per specification and direction of E/I.B.C.D. 5.5.5 (B)
0.87
80879
70526.55
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Providing Tor steel reinforcement 8mm dia rods as per approved design and drawing excluding carriage of bars to work site, cutting, bending end binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I. B.C.D. 5.5.4
38
83314
3165932.76
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Providing random rubble stone masonry in cement mortar (1:4) in foundation with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20 mm depth,curing , taxes and royalty all complete as per building specification and direction of E/I. B.C.D. 5.2.28
196.71
2739
538922.45
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Providing random rubble stone masonry in cement mortar (1:4) in superstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening of materials, Scaffolding, raking out joints to 20 mm depth,curing , taxes and royalty all complete as per building specification and direction of E/I. B.C.D. 5.2.31
150.87
2906
438573.06
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supplying laying boulder in rock toe, heel treanched of the dam as per design ,drawing including the cost of materials royalty and taxes etc. But excluding the cost of carriage all complete job as per specification and direction of E/I. Comman (6.4) W.R.D 5.6.4
246.76
1491
367933.97
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Providing tuck Pointing in cement on stone masonary (1:3) with clean coarse sand of F.M. 1.5 including screening, curing with leads and lifts of water, scaffolding taxes and royalty all complete job as per building specification and direction of E/I. comman(3.10) B.C.D. 5.7.10
465.12
254
118480.02
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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. B.C.D. 5.2.6
98.63
5110
504024.94
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Providing designation 75B brick work in C.M (1: 6) in Superstructure 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. B.C.D. 5.2.14
49.18
5244
257903.85
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NP2 R.C.C hume pipe with collor as per I.S.S. 458-1971 (iv) 600 mm dia W.R.D page no. 84 S.No.16 M - 300
25
1448
36209.25
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NP2 R.C.C hume pipe with collor as per I.S.S. 458-1971 (iv) 250 mm dia W.R.D page no. 84 S.No.13 M - 300
60
462
27726
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Labour for laying, fitting and fixing 600mm dia NP2 hume pipe with collors in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete, as per specification and direction of E/I. W.R.D. Part -B 7.6.1.5
25
694
17372
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Labour for laying, fitting and fixing 250mm dia NP2 hume pipe with collors in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete, as per specification and direction of E/I. W.R.D. Part -B 7.6.1.2
60
308
18505.8
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Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5 - 3.0) washed and screened and its removal, royalty and all taxes etc. complete job as per specification and direction of E/I. W.R.D. Part -B 7.5.5
123.96
258
32089.53
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Providing 12 mm thick cement plaster (1:6) with clean coarse of F.M. 1.5 With 1.50 mm Punning including screening , curing with all leads and lifts of water scaffolding taxes and royalty all complete as per specification and direction of E/I. B.C.D. 5.7.3 +5.7.11
848.8
220
186931.22
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Providing and laying 25 mm .thick white makrana marble stone slab flooring of approved quality over 19 mm . Thick base of lime mortar (1:1:1) (lime putty:Surkhi:coarse sand) laid and joined with white cement slurry including rubbing and polishing (i) 300 x 300mm....do...do... All complete job as per specification and direction of E/I. B.C.D. 5.6.21
61.35
3136
192450.66
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Providing 50 mm thick 2nd class Concrete Flooring (1:2:4) with 20 mm to 6mm size grade stone chips in finished with flooring coat of neat cement in panels ----do----do ----- all complete job as per specification and direction of E/I. B.C.D. 5.6.9
76.68
505
38744.87
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Providing and laying 25 mm .thick Kotah stone slab flooring of approved size,texture and colour over 19mm thick base of lime mortar (1:1:1) (lime putty:Surkhi:coarse sand) laid and joined with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete job as per specification and direction of E/I. (iv) 600 x 600mm . B.C.D. 5.6.19
12.38
1791
22182.86
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Supplying angle as per I.S. 226
75 x 75 x 10 mm (Gr. A). 7. B.C.D.PAGE NO.43
M-195 (b) (iii)
1.44
64000
92096
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Supplying angle as per I.S. 226
Chequerred Plate (5mm to 10mm). B.C.D. PAGEGE.43 M-195 (a) (ix)
0.49
64000
31104
... More
Labour for fabricating, erecting, hoistion and fixing in position structrral steel work in R.S. Joist, channel, Angle, Tee, flat, plate, latice member, built up compound section in column, girder, stair case, or truss including cost of gusset plates, holding down bolts, anchor plates at all heights and depths, bolting, welding (machining wherever necessary) with applying a priming coat of red lead paint all complete as per approved drawing, building specification and direction of E/I. B.C.D. 5.5.28
1.93
25679
49562.17
... More
Supplying welded steel wire fabric (Wire Mesh). B.C.D. PAGE NO. 42 M-186
2700
81
218700
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Labour for fitting & fixing G.I. woven wire fencing including fixing of post in cement concrete at 2.5 M centres including cost of staples (but excluding the cost of cement concrete angle iron post, its cutting and making holes, nuts and bolts) all complete as per building specification and direction of E/I. B.C.D. 5.5.20
182.93
46
8504.42
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Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. COMMON. S.O.R. Item No. 6.9 Part - A
24
166
3995.04
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Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume). B.C.D. 5.1.7
303.8
55
16794.06
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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. B.C.D. 5.8.45
278.81
66
18412.61
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Earth work in filling foundation trenches or back filling of masonary structure with Sutaible earth in layer not exceeding 150mm thick well waterted, rammed and fully compacted and finaly dressed with earth obtained from exacavation of foundation treanches and kept at a lead of 30m and initial lift of 1.5m copmlete as per pecification and direction of E/I. W.R.D. Part -B 6.1.16
142.19
114
16280.76
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Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered,rammed , fully compacted and fine dresse with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification & direction of E/I ( Mode of measurement compacted volume). B.C.D. 5.1.8
47.78
128
6157.89
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Dewatering by 10 HP diesel pump all complete job including CP +OH. WRD Part-B PM 29 page -83
100
344
34485
... More
Carriage of Materials :- (i) Cement
359.84
712
256386
... More
(ii) Sand
722.16
261
189003.72
... More
(iii) Stone Chips
722.85
458
331672.49
... More
(iv) Boulder
594.34
755
449172.46
... More
(v) Steel
30.48
712
21717
... More
(vi) Bricks
92.46
846
78295.13
... More
(vii) Stone Dust
106.67
458
48944.46
... More
(viii) 250 mm dia Hume Pipe
85
51
4408.95
... More
GST 18%
20210676.24
-
3637921.72
... More
Labour Cess 1%
23848597.96
-
238485.98
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