Water Resources Department Tender
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Costs
EMD
₹ 2,75,800Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_WRD_32448_1Bid Award Id
ViewTender No
WRD/MID/LATEHAR/IFB-03/2018-19Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://wrd.maharashtra.gov.in/
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Documents
BOQ Items
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Labour for rolling and compacting the earth in layers of 225 mm thick at O.M.C by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density including sprinkling the required quantity of water and carriage of water with all leads and lifts finishing the surface with proper camber, grade super elevation including hire charge of compaction as per specification and direction of E/I. (Mode of measurement sectional measurement of compacted earth) (5.1.33)
13831.37
-
21
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Labour charge for taking out disturbed boulder from boulder pitching or rip-rap or rock toe etc and cleaning the surface and stacking the same within a lead of 100m as per specification and direction of E/I(7.7.41)
903
-
302
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Laboue charges for pitching on apron slope of bank with stone boulders duly packed (uncketed) Complete job (Materials with in 150m and all lifts as per specification and direction of E/I(7.7.18)
540
-
734
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Supplying of stone boulder of size 300 mm for pitching (M-003)
656.64
-
433.92
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Supplying laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials royalty etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (5.6.4)
162.5
-
998
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Earth work in bed clearance or desilting of canals carrying F.S discharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs (5 cusecs) and rennovation of pynes etc. disposal of excavated earth etc. in ordinary soil including rough dressing with initial lead of 10 M and lift of 1.5 M as per specification and direction of E/I. (7.1.20)
5257.44
-
91
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Earth work in filling in canal banks (canal discharge upto 28 cumecs) as well as special repair of canal banks in ordinary soil in proper profile (vide classification of soil item-A) obtained from borrow area or any other sources free from logs, roots, or any other ingredients etc. with initial lead of 15 M and lift of 1.5 M including breaking clods to maximum 50 mm cube placing the earth in layers not exceeding 225 mm thick complete as per specification and direction of E/I. (Mode of measurement sectional measurement shall be of compacted earth.) (7.1.25)
220.05
-
97
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Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15M lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.(5.10.1 BCD)
149.39
-
390.16
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Dismantling old plaster and pointing in cement or lime and ranking out joints to 15mm depth watering and disposal of unserviceable materials with all lead all complete as per direction of E/I.(5.10.7 BCD)
134.78
-
15.46
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Providing rough dressed random rubble stone masonry in cement mortar(1:4) in foundation with approved quality of coarse sand of requisite f.m. (2.5 to 3) 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/l.(5.4.8)
67.37
-
2279
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Providing rough dressed coarse stone masonry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite F.M.(2.5 to 3) washed and screened with raking out joints, curing scaffolding and its removal where required including royally and all taxes etc. complete Job as per specification and direction of E/l.(5.4.11)
44.52
-
2405
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Providing and laying P.C.C. of R.C.C. M-150 with nominal mix of (1:2:4) in various components of dam foundation with approved quality of 20mm. 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 form work as well of reinforcement, its cutting bending, binding and placing but including necessary tools and plants and vibrating, curing royalty all taxes etc. complete job as per specification and direction of E/I.(5.3.6)
992.86
-
4909
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Providing 25 mm thick cement plaster (1:4) in cement mortar with approved quality of sand of requisite F.M. (2.5 to 3) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification of E/I.(5.5.5)
314.96
-
229
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E/W in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of the same (beyond 50mm away from the toe of dam in the country side) within initial lead of 150 M and initial lift of 1.5M. all lifts as per specification and direction of E/I.(5.1.8)
2927.76
-
154
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Supplying of 600mm Q NP2 R.C.C. Hume pipe with collar as per ISS 458-1971(M-215 VII)
20
-
1461.77
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Labour for laying, fitting and fixing NP2 hume pipe with collors in line level and grade as well providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E/I. (600mm dia)(7.6.1.5)
20
-
544
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Supplying of 150mm Q NP2 R.C.C. Hume pipe with collar as per ISS 458-1971(M-215 II)
20
-
379.68
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Labour for laying, fitting and fixing NP2 hume pipe with collors in line level and grade as well providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E/I. (150mm dia)(7.6.1.1)
20
-
158
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E/w in excavation of foundation trenches of toe wall, spillway, head regulator, intake wll and outlet etc. as per designed section in ordinary rock or soft rock (where blasting is not needed) (vide classification of soil item-C) with disposal of soil (beyond 50 M from the edge of the trenches) with initial lead of 150 M and lift of 1.5 M as per specification and direction of E/I. (5.1.15.2)
333.77
-
425
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Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty complete job as per specification and direction of E/I. (7.1.37)
395.5
-
233
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Providing and laying P.C.C or R.C.C M-200 with nominal mix of (1:11/2:3) in foundation of various components of canal or embankment structure with approved quality of 40 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 including necessary tools and plants, vibrating, curing, royalty etc. excluding cost of form work as well as reinforcement, its cutting, bending, binding and placing complete job as per specification and direction of E/I. (7.3.5)
135.26
-
5411
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Providing and laying P.C.C or R.C.C M-200 with nominal mix of (1:11/2:3) in superstructure of various components of canal or embankment structure with approved quality of 40 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 including necessary tools and plants, vibrating, curing, royalty etc. excluding cost of form work as well as reinforcement, its cutting, bending, binding and placing complete job as per specification and direction of E/I. (7.3.10)
110.44
-
5418
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Providing T.M.T reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rod in position all complete as per spefication and direction of E/I. (5.3.15)
(i) 12 mm, TMT, Fe 500
(ii) 16 mm, TMT, Fe 500
92.39
-
66535
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Providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I. (6.7.6)
80
-
106
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L/C for laying as M.S reinforcement (Plain or Tor) as per approved design drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rod in position all complete as per spefication and direction of E/I. (5.3.14/15)
92.39
-
9089
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Providing shuttering, including strutting, propping etc. and its removal after use in foundation work as per specification and direction of E/I. (5.3.17)
2203.14
-
363
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Labour charge for stone boulders (uncrated) laying in launching apron and slope, materials within 150 mm and all lifts in water where boat is used as per specification and direction of E/I. (7.7.19)
987
-
646
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Providing and laying P.C.C. of R.C.C. M-200 with nominal mix of (1:11/2:3) in various components of dam foundation with approved quality of 40mm. 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 form work as well of reinforcement, its cutting bending, binding and placing but including necessary tools and plants and vibrating, curing royalty all taxes etc. complete job as per specification and direction of E/I.(5.3.7)
350
-
5411
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Carriage of materials
-
-
-
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Cement lead-13 km (P) + 4 Km (K)
587.4
-
310.1
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Sand lead-11 km (P) + 4 Km (K)
1152.28
-
463.14
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Stone chips lead-15 km (P) + 4 Km (K)
1405.65
-
529.09
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Stone Boulder lead-15 km (P) + 4 Km (K)
931.03
-
551.1
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600 mm dia Hume pipe-80 km (P) + 4 Km (K)
20
-
288.48
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150 mm dia Hume pipe-80 km (P) + 4 Km (K)
20
-
40.07
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Steel-13 km (P) + 4 Km (K)
92.39
-
310.1
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GST 12%
1
-
1
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Labour Cess1%
1
-
1
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