Water Resources Department Tender
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Water Resources Department - WRD Tender
Eprocure
Opening Date
11 Sep 2018Closing Date
25 Sep 2018Tender Amount
₹ 4,60,00,000Costs
EMD
₹ 9,20,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Relining Of Indira Gandhi Main Canal From Rd 64 To 66 And Indira Gandhi Feeder
Description
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Contact
Tender Id
2018_WRDAS_127301_3Bid Award Id
ViewTender No
CE_NIB_04_2018-19Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
Add Extra for additional lead upto 350 meters.
(Including Closure allowance @ 20%)
33083.53
-
552
Extra for slush or daldal that which will support man's weight.
(Including Closure allowance @ 20%)
11027.84
-
108
Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs & above : Kassi work undressed.
A) Without Closure Allowance
3136.9
-
380
B) With 20% Closure Allowance
100.34
-
456
Extra on earthwork for laying in 15 to 25 cm layears including dressing and watering as per specifications (Water to be made available by the department at one place of work site)
(Including Closure allowance @ 20%)
100.34
-
169.2
Ramming of earth work in layers by wooden or irom rammer as per specifications to attain a density 90% of maximum dry density.
(Including Closure allowance @ 20%)
100.34
-
240
Dressing of earthwork
2787.14
-
13
Add extra for earth taken from private land, land to be arranged by the contractor through private negotiations. Item applicable on certification by Ex. En. that no earth is available within canal boundary for command area
3237.24
-
31
Carriage of earth for lead 1 km kachcha
3237.24
-
56.25
Dressing of dowels in addition to payment for dressed earth work if top width of dowel is less than 1 mtr.
1219.22
-
190
Temporary compensation for the land with crop i.e. for six month period. For command area.
2
-
20000
Recovery of Cost of silt (Canal Sand)
16541.77
-
150
Rubbing and clearing the surface of existing tile lining to be used as subgrade both in bed and side slopes by means of wire brushes water / air applied under pressure through nozzle to get rid of dirt, sand etc. deposited on it, complete in all respect, as per specifications and the instructions of the engineer incharge for preparation of surface.
(Including Closure allowance @ 20%)
4588.17
-
6.74
Supply of both side textured HDPE geomembrane 500 micron thickness, as per specification.
27839.61
-
126.5
Laying and spreading of LDPE/HDPE film on sub grade including jointing and cost of jointing material
(Including Closure allowance @ 20%)
27839.61
-
20.4
Providing and fixing in position PVC strip in panel joints in lining works using mechanical contrivances Smooth finish etc. complete (PVC strip size 45x35 mm)
14004.23
-
32
Providing & laying Cement concrete lining 10 cm thick cast in situ M-15 grade (graded coarse aggregate 20 mm nominal size) with minimum cement content 322 kg per cum including admixture & use of mechanical concrete paver using automatic batching plant and transporting the concrete to the site of work by transit mixer including all machinery required; applying primer confirming to IS :3384 in panel side, formwork and vibrator complete in all respect including cost of primer & admixture
In Bed
21925.74
-
6246.3
On Side Slopes
4552.32
-
6509.82
Providing & Laying of double PCC block (30X15X5) for Lining of channels consisting of (i) 5cm thick blocks laid in 1:5 cement mortar over 10mm thick 1:5 cement mortar on subgrade, (ii) 16mm thick sandwitch plaster in 1:3 cement mortar over first layer of PCC block (iii) Second layer of 5cm thick block laid in 1:3 cement mortar with 6mm thick 1:3 cement mortar over sandwitch plaster including curing upto completion of lining section, as per design and specification including labour, side slope preparation, scaffolding & template preparation, supply of water for curing etc. complete in all respect as per specification and the direction and satisfaction of engineer-in-charge.
(15% of the area of side slope above curve considered)
2006.6
-
9295.96
Filling of open joints of STL and DTL in CM 1:3
(Filling of hollow joints in CM 1:3 of existing sidelining in area other than double block PCC loining) in side slopes
(Including Closure allowance @ 20%)
2675.47
-
54
Earthwork in foundations trenches, lift upto 1.5 m. stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15 cm. layers when required into sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 30 m. (For Dowel Earthwork)In ordinary soil like sandy loam, soft clay etc.
57.61
-
638
Providing & Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size.
57.61
-
4214.77
Providing & Laying in position cement concrete for lean concrete at damaged lining of side slope including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (With 20% Closure Allowance)
100.34
-
4525.19
Providing & Laying in position cement concrete for canal dowel including curing, compaction and cost of centring and shuttring in cc M15 1:2:4 using 20mm graded stone aggregate as per nominal size.
164.6
-
4875.05
Add Extra over item of concrete plaster/cement concrete/ C.C lining/ CC flooring or RCC for providing & mixing synthetyic fibre 6/1.02 mm long @ 0.25% (125 gm per 50 kg of cement) or in ratio as per specification & direction of the Engineer in Charge with all leads & lifts
2131500
-
28
Supply of informatory reflective sign boards out of 2mm thick ms sheet, stove enamelled paint as per IRC-76 (Latest revision) fixed on angle iron of size 65X65X6mm of 3m long. 600X800mm with size of square of 400mm
1
-
1350
Hiring of Light vehicle i.e. Jeep, and cars etc.
15
-
1000
HSD
300
-
75
Pumping charges from source provided by the Dept. for supply of water to lining heading.
28484.66
-
54
Curing of lining for 28 days..
28484.66
-
42
Year -II (RD 545 To RD 546 of IGF)
-
-
-
Cutting and burning cactus and thorny bushes and sarkanda.
9144.3
-
200
Silt clearance/ Removal of blown sand/ berm unloading undressed with combined lead up to 50m for lined canal section for FSD more than 2m.
(Including Closure allowance @ 20%)
12399.67
-
738
Add Extra for additional lead upto 350 meters.
(Including Closure allowance @ 20%)
12399.67
-
552
Extra for slush or daldal that which will support man's weight.
(Including Closure allowance @ 20%)
4133.22
-
108
Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs & above : Kassi work undressed.
A) Without Closure Allowance
1568.47
-
380
B) With 20% Closure Allowance
20.07
-
456
Extra on earthwork for laying in 15 to 25 cm layears including dressing and watering as per specifications (Water to be made available by the department at one place of work site)
(Including Closure allowance @ 20%)
20.07
-
169.2
Ramming of earth work in layers by wooden or irom rammer as per specifications to attain a density 90% of maximum dry density.
(Including Closure allowance @ 20%)
20.07
-
240
Dressing of earthwork
1393.59
-
13
Add extra for earth taken from private land, land to be arranged by the contractor through private negotiations. Item applicable on certification by Ex. En. that no earth is available within canal boundary for command area
1588.54
-
31
Carriage of earth for lead 3 km kachcha
1588.54
-
77.5
Dressing of dowels in addition to payment for dressed earth work if top width of dowel is less than 1 mtr.
609.62
-
190
Temporary compensation for the land with crop i.e. for six month period. For command area.
2
-
20000
Recovery of Cost of silt (Canal Sand)
6199.84
-
150
Rubbing and clearing the surface of existing tile lining to be used as subgrade both in bed and side slopes by means of wire brushes water / air applied under pressure through nozzle to get rid of dirt, sand etc. deposited on it, complete in all respect, as per specifications and the instructions of the engineer incharge for preparation of surface.
(Including Closure allowance @ 20%)
8982.9
-
6.74
Supply of both side textured HDPE geomembrane 500 micron thickness, as per specification.
14602.92
-
126.5
Laying and spreading of LDPE/HDPE film on sub grade including jointing and cost of jointing material
(Including Closure allowance @ 20%)
14602.92
-
20.4
Providing and fixing in position PVC strip in panel joints in lining works using mechanical contrivances Smooth finish etc. complete (PVC strip size 45x35 mm)
10752.53
-
32
Providing & laying Cement concrete lining 10 cm thick cast in situ M-15 grade (graded coarse aggregate 20 mm nominal size) with minimum cement content 322 kg per cum including admixture & use of mechanical concrete paver using automatic batching plant and transporting the concrete to the site of work by transit mixer including all machinery required; applying primer confirming to IS :3384 in panel side, formwork and vibrator complete in all respect including cost of primer & admixture.
In Bed
11613.4
-
6570.35
On Side Slopes
8964.98
-
6833.87
Providing & Laying in position cement concrete for lean concrete at damaged lining of side slope including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (With 20% Closure Allowance)
20.07
-
4804.71
Providing & Laying in position cement concrete for canal dowel including curing, compaction and cost of centring and shuttring in cc M15 1:2:4 using 20mm graded stone aggregate as per nominal size.
101.51
-
5145.09
Add Extra over item of concrete plaster/cement concrete/ C.C lining/ CC flooring or RCC for providing & mixing synthetyic fibre 6/1.02 mm long @ 0.25% (125 gm per 50 kg of cement) or in ratio as per specification & direction of the Engineer in Charge with all leads & lifts
1656500
-
28
Supply of informatory reflective sign boards out of 2mm thick ms sheet, stove enamelled paint as per IRC-76 (Latest revision) fixed on angle iron of size 65x65x6mm of 3m long. 600X800mm with size of square of 400mm
1
-
1350
Hiring of Light vehicle i.e. Jeep, and cars etc.
15
-
1000
HSD
300
-
75
Pumping charges from source provided by the Dept. for supply of water to lining heading.
20598.45
-
54
Curing of lining for 28 days..
20598.45
-
42
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