Water Resources Department Tender
... More
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Water Resources Department - WRD Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date26 Aug 2022
Closing Date15 Sep 2022
Tender Amount₹ 3,40,89,000
Costs
EMD
₹ 6,81,780Document Cost
₹ 3,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_WRDAS_293541_2Bid Award Id
ViewTender No
NIT02/2022-23_SEJaipur_RRRTender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
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5.19 Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect
2100
-
28
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5.48 Spreading of quarry rubbish / spalls to required grade and camber in layers not exceeding 15 cm. thickness (loose) as per specifications including dressing etc. complete.
315
-
38
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2.7.2 Quarry rubish not more than 10 cm in size including all lead and lift.
315
-
425
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8.2 Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness: 8.2.1 20 mm
18.9
-
287
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5.18 Compaction of earth or highly weathered strata 5.18.2 By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. 5.18.2.1 (i) a
5810.25
-
38
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5.28 Watering of earth including cost of carriage of water when source of water is 5.28.1 up to 1 Km
5810.25
-
11.1
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5.16 Earth work in rough (borrow area) excavation for embankment in hard soil, Morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when co
5.17.1 Deduct in item no 16 (a) to (d) above if Standard Proctors density to be achieved is at least 95%
5810.25
-
123.5
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18.01 Cutting and clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thu
12420
-
2.5
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Section (Id-27109)- Renovation of Main canal
-
-
-
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18.40 Supply and fixing at site (except civil work required) for accurate measurement of flowing water through channels of calibrated pre-fabricated fibre-glass reinforced plastic (FRP) moulded cut throat flume without any joint, with a side chamber prov
1
-
44700
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8.2 Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness: 8.2.1 20 mm
621.5
-
287
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9.33.1 Filling of construction joints with Bitumin based sealing compound, including painting the concrete sleepers below lining and sides of lining panel as per specification provided in IS: 3384-1986 and all leads of all construction materials includin
12672.16
-
66
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9.19 Providing and laying cast in situ plain cement concrete Design mix M-15 Grade for lining using well graded crusher broken aggregate of maximum nominal size 20 mm confoming to IS:383-1970, including proportioning of the ingredients by weigh batching
27952.2
-
574
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9.18 Providing and laying cast in situ plain cement concrete Design mix M-15 Grade for lining using well graded crusher broken aggregate of maximum nominal size 20 mm confoming to IS:383-1970, including proportioning of the ingredients by weigh batching a
10065
-
512
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9.32.2 Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, fini
9317.16
-
65
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9.32 Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finis
3355
-
60
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9.34 Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work.
38017.2
-
2.5
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9.14 Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and and kankar and murrum for 9.14.2 Side slopes
27952.2
-
11.2
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9.14 Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and and kankar and murrum for 9.14.1 Bed
10065
-
8.5
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5.18 Compaction of earth or highly weathered strata 5.18.2 By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. 5.18.2.1 (i) a
27058.29
-
38
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5.28 Watering of earth including cost of carriage of water when source of water is 5.28.1 up to 1 Km
27058.29
-
11.1
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5.16 Earth work in rough (borrow area) excavation for embankment in hard soil, Morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when co
5.17.1 Deduct in item no 16 (a) to (d) above if Standard Proctors density to be achieved is at least 95%
20398.42
-
123.5
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5.1.0 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m and lift upto 1.5 m including dressing of excavated area and dewatering wherever required complete in all respect
5.1.0.2 Hard / dense s
13581.81
-
93
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18.01 Cutting and clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thu
111600
-
2.5
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Section (Id-27110)- Construction of outlet
-
-
-
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18.28 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joint
187.5
-
434
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8.2 Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness: 8.2.1 20 mm
145.8
-
287
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18.17 Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of:
18.17.1 75 mm
60.15
-
480
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7.1.1 Random rubble stone masonry (using R. R. stones where 75 % stones
to be not less than 15 cm in size in any direction and weighing not less
than 23 kg.) for foundation including curing with all leads of all
construction materials including curing et
7.8.1 Add extra over item no. 1 to 7 for
Masonry work in superstructure
54.75
-
4297
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9.8 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendring in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints e
48.9
-
4834
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5.1.0 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m and lift upto 1.5 m including dressing of excavated area and dewatering wherever required complete in all respect
5.1.0.2 Hard / dense s
137.25
-
93
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Section (Id-27113)- Construction of Pipe Syphone
-
-
-
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18.28 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joint
12.5
-
8605
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18.17 Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of:
18.17.1 75 mm
7.56
-
480
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8.2 Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness: 8.2.1 20 mm
45.42
-
287
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7.1.1 Random rubble stone masonry (using R. R. stones where 75 % stones
to be not less than 15 cm in size in any direction and weighing not less
than 23 kg.) for foundation including curing with all leads of all
construction materials including curing et
7.8.1 Add extra over item no. 1 to 7 for
Masonry work in superstructure
9.07
-
4297
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7.1.1 Random rubble stone masonry (using R. R. stones where 75 % stones
to be not less than 15 cm in size in any direction and weighing not less
than 23 kg.) for foundation including curing with all leads of all
construction materials including curing et
27.71
-
4107
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9.8 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendring in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints e
28.61
-
4965
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9.8 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendring in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints
4.54
-
4834
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5.1.0 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m and lift upto 1.5 m including dressing of excavated area and dewatering wherever required complete in all respect
5.1.0.2 Hard / dense s
108.3
-
93
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Section (Id-27380)- Repairing of VRB and Aquaduct
-
-
-
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8.2 Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness: 8.2.1 20 mm
37.28
-
287
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18.17 Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of:
18.17.1 75 mm
21.31
-
480
... More
7.1.1 Random rubble stone masonry (using R. R. stones where 75 % stones
to be not less than 15 cm in size in any direction and weighing not less
than 23 kg.) for foundation including curing with all leads of all
construction materials including curing et
7.8.1 Add extra over item no. 1 to 7 for
Masonry work in superstructure
12.11
-
4297
... More
9.8 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendring in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints e
3.95
-
4965
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Section (Id-30979)- Construction of pipe culvert
-
-
-
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5.48 Spreading of quarry rubbish / spalls to required grade and camber in layers not exceeding 15 cm. thickness (loose) as per specifications including dressing etc. complete.
47.88
-
38
... More
2.7.2 Quarry rubish not more than 10 cm in size including all lead and lift.
47.88
-
425
... More
5.28 Watering of earth including cost of carriage of water when source of water is 5.28.1 up to 1 Km
143.82
-
11.1
... More
5.18 Compaction of earth or highly weathered strata 5.18.2 By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. 5.18.2.1 (i) a
143.82
-
38
... More
5.16 Earth work in rough (borrow area) excavation for embankment in hard soil, Morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when co
5.17.1 Deduct in item no 16 (a) to (d) above if Standard Proctors density to be achieved is at least 95%
143.82
-
123.5
... More
18.28 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joint
22.5
-
5941
... More
8.2 Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness: 8.2.1 20 mm
115.2
-
287
... More
18.17 Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of:
18.17.1 75 mm
16.05
-
480
... More
7.1.1 Random rubble stone masonry (using R. R. stones where 75 % stones
to be not less than 15 cm in size in any direction and weighing not less
than 23 kg.) for foundation including curing with all leads of all
construction materials including curing et
7.8.1 Add extra over item no. 1 to 7 for
Masonry work in superstructure
63.45
-
4297
... More
7.1.1 Random rubble stone masonry (using R. R. stones where 75 % stones
to be not less than 15 cm in size in any direction and weighing not less
than 23 kg.) for foundation including curing with all leads of all
construction materials including curing et
30.68
-
4107
... More
9.8 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendring in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints e
32.69
-
4834
... More
5.1.0 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m and lift upto 1.5 m including dressing of excavated area and dewatering wherever required complete in all respect
5.1.0.2 Hard / dense s
138.32
-
93
... More
Section (Id-31052)- Construction of VRB (Tow Nos)
-
-
-
... More
9.6 Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendring in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints
15.12
-
6055
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10.09.2 Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. 10.09.2.2 Tor or ribbed bars (IS :1786-1985)
1814
-
95
... More
10.02 Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove
36
-
225
... More
9.7 Providing and Laying in position of Cement concrete Nominal mix (1:2;4) including leads of all construction materials, curing, compaction and finishing with rendring in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints e
4.03
-
5566
... More
18.17 Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of:
18.17.1 75 mm
17.56
-
480
... More
8.2 Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness: 8.2.1 20 mm
101.28
-
287
... More
7.1.1 Random rubble stone masonry (using R. R. stones where 75 % stones
to be not less than 15 cm in size in any direction and weighing not less
than 23 kg.) for foundation including curing with all leads of all
construction materials including curing et
7.8.1 Add extra over item no. 1 to 7 for
Masonry work in superstructure
52.33
-
4297
... More
7.1.1 Random rubble stone masonry (using R. R. stones where 75 % stones
to be not less than 15 cm in size in any direction and weighing not less
than 23 kg.) for foundation including curing with all leads of all
construction materials including curing et
66.89
-
4107
... More
9.8 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendring in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints e
36.88
-
4965
... More
5.1.0 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m and lift upto 1.5 m including dressing of excavated area and dewatering wherever required complete in all respect
5.1.0.2 Hard / dense s
145.98
-
93
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