Water Resources Department Tender
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Costs
EMD
₹ 14,81,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_WRD_36213_1Bid Award Id
ViewTender No
WRD/Mahagama/IFB-11 SBD/18-19Tender Authority
Water Resources Department ViewPurchaser Address
-
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Documents
BOQ Items
Earth work in lip cutting in side slopes and bed of canal in odinary soils with initial lead of 30M and lift of 1.50M including the cost of formation of subgrade of canal lining , levelling and profiling , controlling of slopes and fine dressing disposal of excavated earth and nominal dewatering if any , all complete as per approved design , specification and direction of E/I. ( 7.1.21 )
19437.06
-
115
Providing Compacted 150mm thick sand filter of required F.M. as per design on side slopes and in bed of canal with coarse sand , including cost of water , ramming , levelling and dressing etc., all compete as per specification and direction of E/I.( 7.2.1 (B) )
66508.87
-
142
Providing hessian cloth (0.3 kg/m2 cot.) laid underneath the concrete lining in the bed & slope.Sl no. 67, page-35
65284.69
-
40.42
Providing and placing stone metal graded filter of size 20mm to 45mm in slopes and bed of canal below lining including royality etc., all compete as per specification and direction of E/I.( where depth of cutting is more than 6m (20ft)) ( 7.2.7 )
699.59
-
1192
Providing filter of stone chips 20mm and down well graded as per design for lined canal or drains including hand packing etc., all compete as per specification and direction of E/I. ( 7.2.2 )
972.04
-
1338
Providing and placing sand filter free from clay and other organic materials ( FM 2.50 to 3.00) in slopes and bed of canal below lining including the cost of watering, compaction, royalty as per specification and direction of E/I.( where depth of cutting is more than 6m (20ft)) ( 7.2.8 )
1452.47
-
967
Providing P.C.C M-150 with nominal mix of (1:2:4) with approved quality of graded stone chips ( 20mm and down) and coarse granular sand of requisite FM ( 2.5 to 3.0 ) in lug slab cross and longitudinal sleepers for lining of canals including cost of form work and its removal curing , royality etc., all complete job as per specification and direction of E/I. ( 7.3.1.1 )
1238.29
-
7361
Providing 100mm thick P.C.C M-150 with nominal mix of (1:2:4) with well graded stone chips ( 20mm and down) and coarse sand of approved quality of requisite FM ( 2.5 to 3.0 ) in side and bottom curved portion of the canal in panel with construction jont including cost of form work and its removal curing , royality etc., complete job as per specification and direction of E/I. ( 7.2.19.1 )
6781.87
-
7361
Providing 10mm thick vertical joint at suitable interval joint filled with bituminous material of approved quality including royalty etc. all complete as per specification & direction of E/I. (For Canal Side Slope)(7.2.10.1)
13692.56
-
95
Providing 10mm thick vertical joint at suitable interval joint filled with bituminous material of approved quality including royalty etc. all complete as per specification & direction of E/I.(For Canal Bed)(7.2.10.2)
17210.68
-
68
Providing safety valve in lined section of canal with TMT bar embeded in cement concrete (1:3:6) in accordance with IS 3872-1966 all complete as per specification and direction of E/I.( 7.2.16 )
978
-
7624
Providing Weep Holes with dry graded stones filter of 20 mm to 40mm size in abutment and wing wall as per specification and direction of E/I ( 7.8.6)
1271
-
106
Providing TMT bar reinforcement (tor steel) as per approved drawing, removal of rust, cutting, binding including supplying annealed wire, placing M.S. rods in position all complete job as per specification and direction of E/I (ii) 10mm dia TMT Fe 500(7.3.22)(a)(ii)
0.84
-
68705
E/w by scooping in ordinary soil in distributry/water courses using hydroulic excavator (CK90) OF bucket capacity (0.9 cum) including, cutting, trimming bottom and side slopes of field earth in accordance with requirement of lines, grades and cross-section all job complete as per specification and direction of E/I. (As per letter no. 950, dt. 9/11/15 of C.E Monitering Ranchi.)
8229.6
-
31.63
Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item - A ) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I. (7.1.27)
1545.37
-
115
Providing and laying P.C.C. or R.C.C. M-100 with nominal mix of (1:3:6) in foundation of various components of canal or embankment structures with approved quality of 40mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite FM (2.5 to3.0) washed and screened including necessary tools and plants , vibrrating , curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending ,binding and placing complete job as per specification direction of E/I. (7.3.3)
207.5
-
4257
Providing and laying P.C.C or R.C.C M-150 with nominal mix of (1:2:4) in foundation of various components of canal or embankment structures with approved quality of 20mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite FM (2.5 to3.0) washed and screened including necessary tools and plants , vibrrating , curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending ,binding and placing complete job as per specification direction of E/I. (7.3.4)
92.76
-
4909
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge ( DSR 15.9.2)
399.93
-
965.47
Dismantling of plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.5.10.2 (Building)
138.77
-
688.52
Providing designation 75A one Brick flat soling joint filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.(5.6.1 building)
282.48
-
238.38
Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm.thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I.(7.1.31)
901.61
-
88
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)
85.58
-
233
Providing rough dressed random rubble stone masonry in C.M.(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 to 12 mm. depth, curing scaffolding and its removal wherever required including royalty etc. complete job as per specification and direction of E/I.(7.4.10)
366.03
-
2279
Providing rough dressed random rubble stone masonry in C.M.(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 to 12 mm. depth, curing scaffolding and its removal wherever required including royalty etc. complete job as per specification and direction of E/I.(7.4.13)
283.44
-
2405
Providing 1.5mm thick cement punning including curing etc. com plete job as per specification and direction of E/I.(7.5.10)
40.95
-
45
Providing 25mm thick cement plaster (1:4) with approved quality sand of requisite F.M. (2.5 to 3.0) washed and screened and its removal, royalty etc. complete job as per specifi cation and direction of E/I.(7.5.5)
1312.58
-
229
Supply of NP2 R.C.C Hume pipe with collar as per I.S.S. 458-1971(x) 900 mm dia(M-215)
7.3
-
2334.89
Labour for laying, fitting and fixing NP2 hume pipe with collars in line, level and grade, as well as providing approved jointing materials and joints prop erly filled to make them leak proof, all complete, job as per specification and direction of E/I (Hume pipe 900mm dia.(7.6.1.7)
14.6
-
722
Supply of NP2 R.C.C Hume pipe with collar as per I.S.S. 458-1971(v) 300 mm dia(M-215)
230
-
807.46
Labour for laying, fitting and fixing NP2 hume pipe in line, level and grade, as well as providing approved jointing materials and joints prop erly filled to make them leak proof, all complete, job as per specification and direction of E/I (Hume pipe 300mm dia.(7.6.1.3)
230
-
283
Labour charges for pitching on apron slope of bank with stone boulders duly packed (uncrated) complete job (materials within 150M and all lifts as per specification and direction of E/I.(7.7.18)
107.13
-
734
Supply of Stone Boulder of size 300 mm for pitching as per specification and direction of E/I.(M-003)
107.13
-
419.45
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 10M and lift of 1.5M as per specification and direction of E/I. (specification revised vide T.E.C. letter No 63 dated 07.10.94).(7.1.20)
31900.27
-
91
Carriage Materials (a) Cement Lead 10km (P)
2834.49
-
224.24
(b) Sand Lead 52km (P) + 10 Km (K) = 62 Km
15545.91
-
1033.05
(c) Stone Metal 1 Km (K) + 34km (P) = 35 Km
813.21
-
815.93
(d) Stone Chips 1 Km (K) + 34km (P) = 35 Km
8468.71
-
748.96
(e) Iron & Steel 10km (P)
0.84
-
224.24
Bitumen: 360km (P)
46.24
-
3232.76
Boulder : 55km (P)
756.6
-
1037.4
Bricks : 15km (P) + 5 Km (K) = 20 Km
9.18
-
1325.27
NP2 HP 300 Dia. : 70km (P)
2.3
-
9983.33
NP2 HP 900 Dia.: 70km (P)
0.146
-
59899.15
GST @ 12% (system generated, hence no separate rate is to be quoted for this item)
1
-
15701946.3
Labour Cess @ 1% (system generated, hence no separate rate is to be quoted for this item)
1
-
1465514.99
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