Water Resources Department Tender
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Costs
EMD
₹ 1,38,000Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_WRDAS_299379_1Bid Award Id
ViewTender No
NIT 03 SEI Year 2022-23 (Item - 01)Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
GEM & Bid Advisory Services
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BOQ Items
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5.2 PART A EARTH WORK IN EXCAVATION
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. 5.2.2 Hard rock not requiring blasting
1262
-
229
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5.2 PART A EARTH WORK IN EXCAVATION
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. 5.2.3 Phylite and other hard rock requiring nominal blasting
1100
-
321
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5.7 PART A EARTH WORK IN EXCAVATION
Removal of slit/soil/earth, sand, pebbles, Malba, debris, rubbish, stone pebbles and obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect
5.7.1 For 5 to 15 cms depth, having
5.7.1.2 Lined section
1255
-
15.5
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5.7 PART A EARTH WORK IN EXCAVATION
Removal of slit/soil/earth, sand, pebbles, Malba, debris, rubbish, stone pebbles and obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect
5.7.2 For depth above 15 cms but upto 30cms having
5.7.2.2 Lined section
2927
-
28
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5.7 PART A EARTH WORK IN EXCAVATION
Removal of slit/soil/earth, sand, pebbles, Malba, debris, rubbish, stone pebbles and obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect
5.7.3 For depth above 30cm.
157
-
90
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Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.(poor quality)
69
-
451.01
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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.(poor quality)
1958
-
14
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Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de- watering wherever required.(poor quality)
In cement mortar
498
-
341.32
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9.15 CANAL LINING
Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soft rock and similar type of strata for 9.15.1 Bed
4190
-
12.2
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9.15 CANAL LINING
Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soft rock and similar type of strata for 9.15.2 Side Slpoes
195
-
15.7
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9.16 CANAL LINING
Cement concrete lining of nominal mix (1:3:6) with, upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering, compaction and curing etc. complete for canal bed of thickness. 9.16.2 7.5 cm
3980
-
442
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9.17 CANAL LINING
Cement concrete lining of nominal mix (1:3:6) with upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering and curing etc. complete for canal side lining of thickness. 9.17.2 7.5 cm
195
-
520.6
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7.1 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 etc. complete. 7.1.4 In cement sand mortar 1:6
2244
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3777
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7.8 Add extra over item no. 1 to 7 for 7.8.1 Masonry work in superstructure
2110
-
190
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8.1 CEMENT PLASTER
Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing and curing etc. complete including all leads of all construction
materials of thickness: 8.1.2 20 mm
4208
-
305
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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:
18.17.2 50 mm
1981
-
320
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9.8 CONCRETE WORK
Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, 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 9.8.4 20 mm
803
-
4802
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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 Proctors density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.
With initial lead of 250 m
5.17.2 Deduct in item no 5.16.1 to 5.16.2 above if Standard Proctors density to be achived is
at least 90%
3375
-
105
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9.7 CONCRETE WORK
Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, 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 9.7.4 20 mm
9
-
5410
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10.1 Side shuttering including propping etc. complete (to achieve finish F 2 for : 10.1.4 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.
707
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340
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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 joints.
18.28.6 600MM
18.28.6.2 NP-3
20
-
3098
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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 joints.
18.28.8 1000MM
18.28.8.2 NP-3
20
-
7217
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10.1 Side shuttering including propping etc. complete (to achieve finish F 2 for : 10.1.2 Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc.
845
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185
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10.9.2 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. 10.9.2.2 Tor or ribbed bars (IS :1786-1985)
24710
-
95
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9.6 CONCRETE WORK
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 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; 9.6.4 20 mm
353
-
5907
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10.10 Extra labour charges for RCC due to obstruction in laying and placing the
reinforced cement concrete due to reinforcement. 10.10.2 Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice
capstan bases etc.
353
-
200
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Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type Dam Shutter gates interchangeable consisting of sealing frame (embedded parts), skin plate of shutters, stiffeners, horizontal and vertical girders, guide, stainless steel flat, lifting hooks, clits fasteners etc., with all accessories including frame and gate complete set for Barrage/ Stop dam/ waste weir / spillway including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, tools and tackles, seal fixing, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, including primer coating, should not be less than 350 microns., etc. complete as per specifications and approved drawings, including packing and forwarding, transportation charges for structural steel components and other materials.
1.5
-
174810
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Chipping concrete surface, cleaning the exposed surface of steel and concrete with wire brush, washing with water complete as per specifications excluding scaffolding etc.
823
-
69
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37 mm thick shotcrete by wet mix process, applied with compressed air gun after chipping of defective concrete / masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50 mm x 50 mm in TWO layers with anchors / clamps. After racking the joints clean the surface thoroughy by wet sand blasting, anchor the first layer of welded mesh in position and apply 15 mm cement concrete (1:2:1) by pressure gun and after hardening of first layer, anchor second layer of welded wire mesh, apply 22 mm thick cement concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS;9012 respectively.
823
-
1607
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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.
848
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76
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18.14 Supply of wire crates in required sizes made of hot dipped G.I. Wire conforming to IS 4826 -1979 having mesh of 10 cm x 10 cm (surface area of crate will be measured) made of wire of 5 mm diameter.
1440
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389
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18.15 Filling crates with stone, in position at site including hinging with hot dipped
G.I. Wire 5 mm dia, excluding cost of wire crates, including cost of stones in position complete in all respects.
1253
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1090
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PART A EARTH WORK IN EXCAVATION
Loading , Unloading and Disposal of land slide soil / earth/ sand/ pebbles / malba/ debris / rubbish / stone pebbles / rock mass including breaking of big boulders (if required) within initial lead of 50 m and lift up to 1.50 m.
924
-
180
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9.10 CONCRETE WORK
Providing and Laying in position of Cement concrete Nominal mix (1:5:10) including leads of all construction materials, 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 9.10.4 20 mm
54
-
4179
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Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene fibres as per IS 16481:2016 or latest revision, 6/12 mm long @ 0.25 percetage (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer in charge with all leads and lifts.
1543
-
60
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