Water Resources Department Tender
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Costs
EMD
₹ 2,11,160Document Cost
₹ 3,000Tender Fee
₹ 1,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_WRDAS_287743_1Bid Award Id
ViewTender No
NIT05/2022-23_EE Dausa_KhawarawjiTender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
5.16 Earth work in rough (borrow area) excavation for embankments 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 compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. 5.16.1 With initial lead of 250 m
302.8
-
124
5.32 Dry boulder filling in required profile with filling of voids etc. complete including all lead and lifts, and well finished surface
120
-
1073
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
121.16
-
290
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
22.5
-
480
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)
4925.54
-
95
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 excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 9.6.4 20 mm
195.2
-
6063
9.11 Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface. 9.11.2 PCC Nominal Mix 1:3:6 with Plum 9.11.2.2 Max size of Aggregate 40 mm
309.12
-
4539
7.8 Add extra over item no. 1 to 7 for 7.8.1 Masonry work in superstructure
145.23
-
190
7.1.3 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 all leads of all construction materials including curing etc. complete. 7.1.3 In cement sand mortar 1:5
368.48
-
4092
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 excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 9.8.3 40 mm
310.85
-
4924
10.01.3 Retaining wall, counter fort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
796
-
220
10.01 Side shuttering including propping etc. complete (to achieve finish F 2 for : 10.01.1 Block joints of foundation stilling basins buckets, aprons etc. ( non -suspended horizontally laid mass concrete)
36
-
160
5.13 Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and un-loading wherever required with cost of dewatering wherever required.
400
-
76
17.5 Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. 17.5.2 In cement mortar
37.92
-
487.6
5.11 Add extra over item No. 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required
1114.63
-
8.5
5.10 Extra lead over item no 1 to 8 of excavated matrerial.
5.10.3 Add extra for each subsequent lead of 500m or part, there of beyond Km. and upto 5 Km
15000
-
8.5
5.10 Extra lead over item no 1 to 8 of excavated matrerial.
5.10.2 Add extra over item 10 (a) for lead beyond 250m and upto 750m (for average 1/2Km)
7500
-
8.75
5.10 Extra lead over item no 1 to 8 of excavated matrerial.
5.10.1 Beyond initial lead of 50 m and upto 250m
7500
-
9.5
5.2 Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.
5.2.1 Soft / Disintegrated rock
9132.63
-
155
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 thus will be property of contractor after cutting.
18.01.1 Ordinary
11700
-
1.45
Section (Id-30472)- Repair and Renovation of Anicut on Kansla Nallah at Vill. Khawaraoji, Dausa (Part-B)
-
-
-
5.28 Watering of earth including cost of carriage of water when source of water is 5.28.1 up to 1 Km
1071
-
11.1
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. 5.18.2.2 (ii) at least 98% of Standard Proctor s density
1071
-
41
5.16 Earth work in rough (borrow area) excavation for embankments 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 compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. 5.16.1 With initial lead of 250 m
1071
-
124
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
52.11
-
290
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
51.85
-
480
7.8 Add extra over item no. 1 to 7 for 7.8.1 Masonry work in superstructure
15.56
-
190
7.1.3 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 all leads of all construction materials including curing etc. complete. 7.1.3 In cement sand mortar 1:5
15.56
-
4092
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)
4142.5
-
95
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 excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 9.6.4 20 mm
196.06
-
6063
10.01.3 Retaining wall, counter fort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
518.51
-
220
5.13 Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and un-loading wherever required with cost of dewatering wherever required.
165.86
-
76
17.6 Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required.
267.96
-
20
5.11 Add extra over item No. 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required
169.25
-
8.5
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 soil
488.3
-
93
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 thus will be property of contractor after cutting.
18.01.1 Ordinary
5600
-
1.45
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