Water Resources Department Tender
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Costs
EMD
₹ 1,69,000Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_WRDAS_287894_1Bid Award Id
ViewTender No
SEI NIT 01 Year 2022-23 (Item 03)Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
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
649
-
229
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 & other hard rock requiring nominal blasting
592
-
321
5.7 PART A EARTH WORK IN EXCAVATION
Removal of slit/soil/earth, sand, pebbles, Malba, debris, rubbish, stone pebbles & 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
1640
-
15.5
5.7 PART A EARTH WORK IN EXCAVATION
Removal of slit/soil/earth, sand, pebbles, Malba, debris, rubbish, stone pebbles & 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
3828
-
28
5.7 PART A EARTH WORK IN EXCAVATION
Removal of slit/soil/earth, sand, pebbles, Malba, debris, rubbish, stone pebbles & 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.
2182
-
90
Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.(poor quality)
251
-
451.01
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)
7670
-
14
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
10328
-
442
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
1260
-
520.6
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
261
-
3777
R.R. stone Masonry Kharanja with proper packing of chipping stones using hammer as per IS specification (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 all leads of all construction materials, curing etc. complete in 1: 6 Cement Mortar
58
-
3838
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
12646
-
305
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
2297
-
320
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
589
-
4802
2.20 Stone patties edges hammer dressed including all lead and lift.
2.20.3 Length up to 2.50 m to 4 m and thickness 80 mm and above
30
-
900
18.21 Labour charges for fixing stone patties/ lintels duly approved in cement sand mortar (1:3) and pointing underneath with cement sand mortar (1:3) for clear
span up to 3.5 m of thickness.
18.21.2 Above 8 cm
30
-
270
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
21
-
5410
Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove
67
-
225
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.
1212
-
340
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
30
-
3098
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
25
-
7217
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.
1260
-
185
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)
35248
-
95
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.
3.63
-
174810
37 mm thick guniting with cement mortar (1:3) on concrete/masonry surface after proper fixing of 9 gauge welded mesh of good quality rust free of size 50 mm x 50 mm in TWO layers with anchors / clamps in stone masonry / concrete, after racking the joints clean the surface by compressed air and water jet. Apply epoxy and anchor first layer of mesh with surface to be treated then 15 mm thick mortar is to be applied with pressure gun. After hardening of first layer of mortar anchor the second layer of mesh and apply 22 mm thick cement plaster, complete in all respect as per technical specification.
588
-
1433
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
534
-
5907
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.
534
-
200
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
2223
-
3777
7.8 Add extra over item no. 1 to 7 for 7.8.1 Masonry work in superstructure
2223
-
190
Chipping concrete surface, cleaning the exposed surface of steel and concrete with wire brush, washing with water complete as per specifications excluding scaffolding etc.
618
-
69
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
1420
-
341.32
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%
3420
-
105
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
10360.5
-
12.2
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
1260
-
15.7
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