Water Resources Department Tender
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Costs
EMD
₹ 1,77,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRD_89691_1Bid Award Id
ViewTender No
WRD/MID/JAMTARA/F2-03/24-25/G5Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://wrdjharkhand.nic.in/
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BOQ Items
E/W in excavation in canal by the hydrulic excavator as per designed section in all kinds of soil, soil mixed with kankar ,pebbless and boulders upto 300 mm size and disposal of spoil 10m with all lifts all complete job as per specification and direction of E/I 7.1.43.1 ( part -B )
6000
303180
50.53
E/W in excavation in canal by the hydrulic excavator as per designed section in all kinds of soil, soil mixed with kankar ,pebbless and boulders upto 300 mm size and disposal of spoil 500m with all lifts by tipper including construction and maintance of haul road all complete job as per specification and direction of E/I. 7.1.43.2 ( part - B)
67600
7104084
105.09
Fine dressing of the canal banks or embankment and turfing with 75 mm thick grass sods, obtained withing lead of 150m,including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I.( part - B)7.1.42.1
2500
37571
1502.86
Extra for each lead of 150M over initial lead of 150M , as per direction of E/I. 7.1.42.2 (part - B)
5000
28178
563.57
E/W in excavation of foundation trenches toe wall ,spillway head regulator outlets, intake well etc, as per designed section in all kinds of soil including moorum soil ,soil mixed with kankar, pebbles and boulder up to 300 mm size and disposal of the same beyond 50m away from edge of the trench with intial lead of 150 M and initial lift of 1.5 m as per specificaiton and direction of E/I. (Part - B,P - 100 WRD ).5.1.14.1
118.16
24055
203.58
Labour for laying fine filter ( sand ) or coarse dry graded filter either of jhama khoa or stone metal or stone chips under brick pitiching or boulder pitiching in slope and apron inclduing light ramming etc. all complete as per specification and direction of E/I.(Part -B, P-151 ) 7.7.13
3.12
1241
398
Providing brick flat soling with designation 75 A Bricks joints filled with coarse sand or approved quality inclduing royatly and all taxes all complete job as per specification and direction of E/I. (Part - B, P No - 151 ) 7.7.14
41.64
14711
353.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All works up to plinthnLevel : 1:2:4 (1 cement :2 coarse sand (Zone -III): 4 gradded stone aggregate 20mm nominal size ).BCD, P no- 106. 5.3.1.2
8.84
40648
4598.23
Providing rough dressed random rubble stone masonary in C.M(1:4) in foundation with approved quality of coarse sand of requisite F.M (2.3 to3.0 ) washed and screened with raking out joints to 12 mm. depth ,curing scaffolding and its removal wherever required royalty and all taxes etc, complete job as per specification and direction of E/I. ( Part -A ,P.no 204 ) 5.2.28
12.98
35561
2739.68
Supplying of 250 mm dia NP2 R.C.C. H.P with collar do-do E/I.( part Apage no 83 sl no 13 item no M300 add 10% for C.P..=402+40.20=442.20)
40
17688
442.2
Labour for laying filling and fixing NP2 Hume pipe 250m dia with collors in line level and grade as well providing approved jointing materials and joint properly fitted to make them water proof all complete job as per specification and direction of E/I (Part- B, P. no 149.) 7.6.1.2
40
12337
308.43
Providng 25mm thick plaster(1:4) with approved quality of sand of requisite F.M wahsed and screened inclduing where ever required and its removal royalty and all taxes etc, complete job as per specificaiton and direction of E/I.(Part - A, sl no.3.12,P -200). 5.7.12
41.32
10696
258.87
Providing shuttering including strutting, propping etc.and its removal agter use in foundation work as per specification and direction of E/I. (Part - B ,P.no -110, WRD.) 5.3.17
36.14
15107
418.03
Providing 1.5mm thick cement punning with good quality cement…do…as per specification of E/I. (Part -A, sl no .3.11 ,P -200) 5.7.11
7.6
413
54.43
E/W filling foundation trenches of back filling of masonary structure with suitable earth in layer not exceeding 150mm wall watered rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30m and initial lift of 150m complete job as per specification and direction of E/I.( Part - B ,Page no- 120) 6.1.16
80
9160
114.5
Carriage of materials Cement (10kmn P + 2Km K)
5.32
2900
545.2
Sand (5km P + 2km K)
14.14
4693
331.96
Stone Chips (18km P + km K)
8
3608
451
Stone boulder (18km P + 5km K)
12.98
4028
310.39
Bircks (5km P + 3km K)
1354
1152
851.2
Hume Pipe (11km P+ 2km K)
2.6
2991
1150.48
Provision of GST @ 12%
1
929409
929409.71
Add 1% Labour Cess
1
86744
86744.91
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