Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Aug 2024
Closing Date9 Sep 2024
Tender Amount₹ 56,76,935
Costs
EMD
₹ 1,14,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRD_91401_1Bid Award Id
ViewTender No
MID/CHAIBASA/F2-03/2024-25DMFTTender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://wrdjharkhand.nic.in/
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Documents
BOQ Items
Providing and laying P.C.C or R.C.C . M-150 with nominal mix of (1:2:4 ) in foundation of various componets of canal or embankment structure with approved quality of 20mm graded coarse aggreegate of required grade as per design ) and approved quality of sand of requisite F.M (2.5 to 3.0 ) washed and screened including necessary tools and plats , vibrating , curing royalty and all taxes etc. excluding cost of form work as well as reinforcement , its cutting bending and placing compelete job as per specification and direction of E/I. WRD-part-b 5.3.6 12.08A Case II RCD
106.7
398556
3735.3
Providing Random Rubble Masonary in Cement Mortar (1:4) in Foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I.Item part-b 5.4.8 Part-A 4.28
255.98
701303
2739.68
Providing Random Rubble Masonary in Cement Mortar (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I. Item wrd -5.4.11 part A 4.31
262.26
762379
2906.96
Providing R.C.C /P.C.C M-20 with nominal mix of (1:1.5:3) in Superstructure of various component of canal or embankement structure with approved quality 40 mm graded coarse aggregate of required grade and approved qualityof sand F.M. (2.5 to 3.0 ) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form as well as its cutting bending and placing complete job as per Drawing and Technical Specifications and direction of E/IItem no. WRD 7.3.10 RCD 14.01A (i)(p)
9.48
43072
4543.5
Providing R.C.C /P.C.C M-20 with nominal mix of (1:1.5:3) in deck slab with approved quality 20 mm graded coarse aggregate of required grade and approved qualityof sand F.M. (2.5 to 3.0 ) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form as well as its cutting bending and placing complete job as per Drawing and Technical Specifications and direction of E/I Item No. WRD 7.3.13 RCD 14.01 B (i)(p)
36.7
183643
5003.9
Providing R.C.C /P.C.C M-200 with nominal mix of (1:1.5:3) in various component of dam structure with approved quality 40 mm graded coarse aggregate of required grade and approved qualityof sand F.M. (2.5 to 3.0 ) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form as well as its cutting bending and placing complete job as per Drawing and Technical Specifications and direction of E/I. wrd 5.3.11 RCD 14.01 (ii)(p)
6.12
28964
4732.8
Providing TMT bar (tor steel) renforcement as approval design drawing removal of rust cutting bending binding including supplying of annealed wire placing M.S. rod in position all complete as per building Specifications and direction of E/II wrd 7.3.22a BCD 5.5.4
6.84
569534
83314.02
Providing centering including strutting proping etc and its removal after use in deck slab as Specifications and direction of E/I BCD 5.3.17.1
173.1
33667
194.5
Providing 25mm thick C.P (1:4) on inside walls clean course sand of FM(2.5 to3.0)washed and screened including curimg,scaffolding,wherever required and its removal royality etc.complete job as per specification and directiom of E/I 6.5.5 wrd 3.12 part -A
233.67
60490
258.87
Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall a complete job as per specification and direction of E/I 6.7.6 wrd 6.9 Part A
40
6658
166.46
Dewatering of sub do-do soil during constrution all complete as per specification and direction of E/I PM-29
110
37933
344.85
Earth work in filling of structure in layer not exceedin 150mm thick well watered rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of all complete as per building specification and direction of E/I Beyond 150m but upto 1/2Km 6.1.17 wrd
113.28
14276
126.03
Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
94.87
14666
154.6
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grade-II
70.8
93222
1316.7
Providing and laying in position cement concret of specified grade excluding the cost of centering and shuttering -All work upto plinth level:-(1:1.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size)
94.87
470719
4961.73
Filling in foundation trenches or in plinth in layers not exceeding 150 mm thick, well watered rammed fully compacted and fine dressed with earth obtained after cutting with lead of 50 m and lift of 1.5m all complete as per direction of E/I(mode of measurement compacted volume).
18.97
2444
128.88
Carriage of material (1) Cement
172.33
138363
802.9
(2) Sand
420.1
281416
669.88
(3) Stone Chips
267.69
170197
635.8
(4) Boulder
558.36
367730
658.59
(5) Steel
6.84
5488
802.9
GST 18%
4763328.44
857399
1
Labour Cess1%
5620727.56
56207
1
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