Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date7 Feb 2024
Closing Date13 Feb 2024
Tender Amount₹ 59,73,126
Costs
EMD
₹ 1,19,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRD_82273_1Bid Award Id
ViewTender No
29/WRD/MID/SRK/F2/2023-24 (UNTIED)Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Providing and laying P.C.C or R.C.C.M-200 with nominal mix of (1:1.5:3) in various components of dam foundation with approved quality of 20 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or formwork as well of reinforcement ,its cutting,bending, binding and placing including necessary tools and plants and vibrating,curing,royalty all taxes etc. complete job as per specifications and direction of E/I. (Item No.5.3.11 WRD)( Part-B)(5.3.9.1 BCD)
159.6
832792
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 : Column (Item no.- 5.3.10)
84
510925
6082.45
Providing M.S.reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I. 8mm TMT Fe500 (Only valid for SAIL & TATA Steel (Item No.5.5.4)(BCD)
11.45
953945
83314.02
Providing M.S.reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I. Providing Toe steel reinforcement of 12 & 32 mm dia rods as approved TMT Fe500 (Only valid for SAIL & TATA Steel (Item No.5.5.5.b )(BCD)
12.34
998047
80879.07
Supplying and laying boulders 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 carriage all complete as per specificatins and direction of E/I. (Item No.5.6.4)( Part-B & Part-A)
163.8
244235
1491.06
Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specificatin and direction of E/I. (Item No.6.7.6)( Part-B)(6.9 Part- A)
273
45443
166.46
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete (item no.- 5.3.17.1)
182.65
35525
194.5
Centering and shuttering including strutting, propping etc. and removal of form for :
Columns, Pillars, Piers, Abutments, Posts and Struts (item no.- 5.3.17.6)
45.6
21221
465.38
Earth-work in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150mm thick well watered,rammed 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 cmplete as per specification and direction of E/I. (Item No. Part-B.6.1.16)
185.02
21184
114.5
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 lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. 5.1.1+5.1.2 ( BCD)
56.25
9412
167.33
Compacting original ground supproting embankment loosing , levelling and compacting to facilitate placement of first layer of embankment , scarified to a depth of 150mm , mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embancment construction . 3.20 305.3.4 ( Case-II)
56.2
3501
62.3
Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. ( Mix by Place Method Grading -II) 401B(ii)
75
98752
1316.7
Providing separation membrane of impermeable plastic sheeting 125mm thick . M-072 Page-35 RCD
375
4875
13
Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering -All work upto plinth level:-(1:2:4(1cement :2coarse sand (zone-III):4 graded stone aggregate 20mm nominal size) 5.3.1.2 ( BCD)
75
344867
4598.23
Construction of Embankment with materials deposited from roadway Constraction of embankment with approved materials deposited at site from roadway cutting and execavation from drain and foudation of other structures graded and aompacted tomeet requirement of Table 300-2 RCD305(3.19)
12
412
34.4
Direction and place identification sign upto 0.9sqm size Board ( Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeing vide cause 801.3, fixed over aluminium sheeting , 2mm thick or aluminium composite material sheet with overall thickness of 4mm with area not exceding 0.9 sqm fixed over back suppor frame of min 35 x 35 x3mm angle mounted on a mild steel circular pipe 65 NB , firmly fixed to the ground by means of properly desined foundation with M25 grade cement concrete 45 x 45 x 60 cm , 60 cm below ground level as per approved drawing) RCD 8.05
1
13704
13704.3
Carriage of Materials Cement
140.18
76972
549.1
(ii) Sand :
204.09
128486
629.56
(iii) Stone Chips :
314.78
223556
710.2
(iv) Metal
43.53
33182
762.28
(v) Boulder
163.8
120596
736.24
(v) Steel :
23.79
13063
549.1
GST 18%
5011852.54
902133
1
Labour Cess1%
5913985.99
59139
1
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