Water Resources Department Tender
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Costs
EMD
₹ 8,29,684Document Cost
₹ 7,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2023_WRDAS_341680_1Bid Award Id
ViewTender No
SE01/2023-24Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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Documents
Construction of Behraniya anicut village Demat tehsil nayagaon district Udaipur
BOQ Items
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Soft / disintegreted rock
2242.2
347541
155
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Hard rock not requiring blasting
807
184803
229
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Phylite & other hard rock requiring nominal blasting
1867
599307
321
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Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank / embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.
2949
1294611
439
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Excavation for foundation of Dam in seams/fault sand atother confined places nearer to Abutment,peir,wingsetc.in hard rock by line drilling/rock breaker including dewatering,disposal,loading,unloading and dressing of excavated material within initial lead of 50m. and lift upto 1.5m complete in all respect.
672.2
795212
1183
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Add extra over item No. 1 to 5 for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continous pump running should only be considered.
-
-
-
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Hard rock not requiring blasting
105
6011
57.25
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Phylite and other hard rock requiring nominal blasting
340.2
27301
80.25
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Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank / embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate
923.4
101343
109.75
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Excavation for foundation of Dam in seams/fault sand atother confined places nearer to Abutment, peir, wings etc.in hard rock by line drilling/rock breaker including dewatering,disposal,loading,unloading and dressing of excavated material within initial lead of 50m. and lift upto 1.5m complete in all respect.
134.24
39701
295.75
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Extra lead over item 1&2 disposal of excavated material including loading and unloading wherevere required for lead beyond 250 m and upto 750 m (for average 1/2 Km ) Mixed strata muck
10125
184781
18.25
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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.
-
-
-
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1st lift
3333.81
28337
8.5
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2nd lift
2354.2
40021
17
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3rd lift
1241.68
31662
25.5
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4th lift
459.01
15606
34
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5th lift
252.7
10739
42.5
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6th lift
51.6
2631
51
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preparation of foundation of structure including removal of all loose stones , silt and final washing (b) By compressed air & water under pressure
1347
94290
70
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Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering 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 (For mix design Cement content considered 320 kg/ cum of concrete) (c) 40mm
734
3990758
5437
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Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering 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(For mix design Cement content considered 400 kg/ cum of concrete) (d) 20mm
1746
10592982
6067
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Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering 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(For mix design Cement content considered 420 kg/ cum of concrete) (d) 20mm
423
2678013
6331
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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.PCC Nominal Mix 1:2:4 with Plum Max size of Aggregate 40 mm
2391
11818713
4943
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Side shuttering including propping etc. complete to achieve finish F 2 for : Retaining wall, counterfort, abutment, wing walls up stream or downstream slope facings of dam and open faces of construction joints etc.
3329
732380
220
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Side shuttering including propping etc. complete to achieve finish F 2 for : Block joints of foundation stiling basin buckets, aprons etc. ( Non suspended horizontally laid mass concrete )
226
36160
160
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Side shuttering including propping etc. complete to achieve finish F 2 for : Curved edges or sides of special shapes like baffle or chute blocks, end sills, Basin Block, projected copings, extended sills, curved surfaces arches, circular ducts etc.
52
17680
340
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Drilling holes of 35 mm diameter for anchor rods.
-
-
-
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i) Upto 1.50 m. depth
1228
159640
130
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Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
818
179142
219
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Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
8670
676260
78
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Supplying of M.S. reinforcement 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. b ii Tor or ribbed bars (IS:1786-1985)
47887
4549265
95
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Add Extra for RCC work for Retaining wall, wing wall, returns, divide wall, Pier,
461
87590
190
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Add Extra for for RCC work for tunneling, chute block, basin block, end sill, dented end sill etc
105
27300
260
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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Aqueduct troughs, siphon conduits, box type sluice barrels, domes spiral shafts or stair cases ( thin walled section) and ogee crests, baffle or chute blocks, end sills, buckets, projects coping, extended sill etc.
105
42000
400
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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)
288
40320
140
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Add Extra For each subsequent height of 3.0 meter or part thereof above initial liftof 5.0 m from ground level. (upward and downward) 1st Upward lift
113
18080
160
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Supply and fixing 6 mm thick PVC water seal of approved quality in construction /contraction joints as per drawing complete in all respect (ii) 305 mm wide
51
40800
800
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Add extra with the permission of Superintending Engineer per cum of concrete if computerised mobile transit mixer (i.e Fiori) is used.
2903
508025
175
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Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect.(a)Earth / Soil.
353
30711
87
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Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required
-
-
-
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Up to 5 m. depth
200
305400
1527
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From 5 to 10 m depth
200
370400
1852
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Washing and open flushing of drilled holes by alternate jet of air and water under pressure prior to pressure washing and flushing or grout after stage grouting including cost of equipment, compressed air and etc. complete.
40
26480
662
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Grouting of drilled holes minimum 35 mm dia with or without packers with cement/ clay and or chemicals (in the form of slurry with water) in prescribed ratio till refusal including cost of grouting equipment, compressed air and water etc. complete but excluding cost of cement, clay and chemicals (only dry weight of ingredients excluding chemicals to be considered ) with a working pressure upto 15 kg/Cm2 (Dry cement consumption)
30
354060
11802
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Supply of Cement OPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112 (excluding cost of empty begs).
600
228000
380
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