Water Resources Department Tender
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Costs
EMD
₹ 76,200Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of R.c.c. Culvert At Village- Luru,block-chainpu
Description
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Contact
Tender Id
2024_WRD_97221_1Bid Award Id
ViewTender No
MID/GUMLA/F2-53/24-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://wrdjharkhand.nic.in/
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Documents
BOQ Items
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Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulder duly packed 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. 6.8
27.31
1756
47967.28
... More
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: 5.3.2.2
79.87
5626
449365.39
... More
Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth 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 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. 5.2.28
123.46
2739
338240.89
... More
Providing random rubble stone masonry in C.M. (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, scafolding , raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l. 5.2.31
61.32
2906
178254.79
... More
Providing weep holes in Brick masonary/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specifications. 13.08
80
110
8840
... More
Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and Technical Specifications. 13.05 (B)
21.32
4168
88866.02
... More
Providing and laying Cement Concrete Wearing Coat M30 grade including reinforcement complete as per drawing and Technical Specifications. 14.04
5.1
10876
55470.15
... More
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: 5.3.2.2
4.08
5626
22954.94
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. 14.02
4.66
87893
409585.11
... More
Centering and shuttering including strutting, propping etc. and removal of form for - 5.3.17
-
-
-
... More
Foundation & Footing 5.3.17.1
53.72
194
10448.54
... More
Abutment cap, pier cap etc. 5.3.17.6
33.66
465
15664.69
... More
Slab 3.3.17.3
66.91
435
29160.72
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specifications. 13.09
165.59
639
105961.04
... More
Providing 25 rnm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 ircluding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l 5.7.12
153.48
258
39731.37
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Providing 6 mm thick cement plaster (1:4) in ceiling 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/l. 5.7.6
55.76
184
10263.19
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Dewatering by 5 HP pump set during the execution of work all complete job as per specification and direction of E/I. pg. 48 item 12
90
150
13500
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Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). 5.1.8
67.97
118
8053.77
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Earthwork 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 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. 5.1.1+2
141.74
167
23717.35
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Providing coarse clean sand in filling 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/l (Mode of measurement complacted volume) 5.1.10
12.21
589
7197.92
... More
Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulder duly packed 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. 6.8
10.9
1756
19144.76
... More
Providing and laying cement concrete in tetaining walls, return walls, walls (any thickness) including attached pilasters, columna, piers, abutments, pillars, posts, struts, buttresses, string of lacing courses, parapates, coping, bed blocks, anchor blocks, plain window sills, fillets sunken floor etc. up to floor fice level excluding the cost of centering shuttering and finishing 5.3.2.2
10.9
5626
61325.69
... More
Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth 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 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/ 5.2.28
92.38
2739
253091.64
... More
Providing random rubble stone masonry in C.M. (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, scafolding , raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l. 5.2.31
64.43
2906
187295.43
... More
Providing and laying cement concrete in tetaining walls, return walls, walls (any thickness) including attached pilasters, columna, piers, abutments, pillars, posts, struts, buttresses, string of lacing courses, parapates, coping, bed blocks, anchor blocks, plain window sills, fillets sunken floor etc. up to floor fice level excluding the cost of centering shuttering and finishing 5.3.2.2
1.98
5626
11139.9
... More
Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall with 100 mm dia ac pipe, extending through the full width of the structure with slop of 1v:20H towards and technical specifications 13.08
20
110
2210
... More
Providing 25 rnm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 ircluding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l 5.7.12
114.89
258
29741.57
... More
Providing 12mm cement plaster (1:3) 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/l. 5.7.1+11
26.02
235
6115.48
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Providing 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/l. 5.7.11
140.91
54
7669.73
... More
Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). 5.1.7
70.87
50
3601.61
... More
Carriage of materials
-
-
-
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(i) Cement
95.49
502
47993.27
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(ii) Steel
4.66
502
2342.12
... More
(iii) Sand
245.73
731
179825.21
... More
(iv) Chips
109.83
758
83337.91
... More
(v) Boulder
379.8
923
350589.58
... More
(vi) Earth
67.97
409
27840.51
... More
After adding GST @18% on total estimated value the total estimated amount is
3195762.7
-
575237.29
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Labour Cess @1% on above total estimated amount
3770999.99
-
37710
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