Water Resources Department Tender
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EMD
₹ 2,38,000Document Cost
₹ 7,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_WRDAS_299380_1Bid Award Id
ViewTender No
NIT SEI 03 Year 2022-23 (Item - 02)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. 5.2.1 Soft / Disintegrated rock
731
-
155
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
703
-
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 and other hard rock requiring nominal blasting
1210
-
321
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
2529
-
15.5
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
4861
-
28
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.
786
-
90
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.
195
-
180
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
315
-
124
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
5.17.1 Deduct in item no 5.16.1 to 5.16.2 above if Standard Proctors density to be achived is
at least 95%
1680
-
114
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%
2682
-
105
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 at least 95% of Standard Proctor s density
2250
-
38
5.18 Compaction of earth or highly weathered strata
5.18.1 By manually or plain roller. (density 90% of Proctor)
3409
-
24
5.28 Watering of earth including cost of carriage of water when source of water is
5.28.1 Upto 1 km
1995
-
11.1
Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.(poor quality)
221
-
451.01
Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness
7.50 cm (poor quality)
351
-
19.6
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.(poor quality)
2229
-
14
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
347
-
341.32
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
6885
-
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
1753
-
15.7
9.14 CANAL LINING
Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar and murrum for 9.14.1 Bed
3091
-
8.5
9.14 CANAL LINING
Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar and murrum for 9.14.2 Side Slopes
4089
-
11.2
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
9400
-
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
5842
-
520.6
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 9.8.3 40 mm
410
-
4770
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
584
-
4802
9.3 CONCRETE WORK
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) 9.3.4 20 mm
85
-
6331
9.13 CONCRETE WORK
Add extra over item No. 1 to 7 9.13.2 Add Extra for RCC work for Retaining wall, wing wall, returns, divide wall,
Pier,
85
-
190
9.2 CONCRETE WORK
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) 9.2.4 20 mm
612
-
6067
9.13 CONCRETE WORK
Add extra over item No. 1 to 7 9.13.3 Add Extra for RCC work for Bed Plate, Girder, Slab etc in suspended form
8
-
175
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.
775
-
200
9.13 CONCRETE WORK
Add extra over item No. 1 to 7 9.13.1 Add extra over item 9.1 to 9.7 for each subsequent height of 3.0m or part thereof above initial lift of 5.0m from ground level. (Upward and downward)
24
-
160
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
1925
-
3777
7.8 Add extra over item no. 1 to 7 for 7.8.1 Masonry work in superstructure
1590
-
190
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
6585
-
305
8.14 POINTING
Raised and cut pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in
mortar ratio. 8.14.1 Cement sand mortar 1:3
68
-
206
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
4186
-
320
Centering and shuttering for piers, galleries, barrels, intake well, sluice well
upto 3.0m height from base/floor level (To achieve F2 finish)
1344.09
-
340
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.
1928
-
340
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)
76470
-
95
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
428
-
5907
18.10 Repair of existing service road including jungle clearance, filling cuts, depression and dressing etc. complete.
18.10.2 In semi- hilly area
15
-
4000
16.2 Construction of Pucca bench mark, muttam of size 30x30x75 cm in cement concrete (1:3:6) with maximum aggregate size of 40 mm with 75 cm long MS angle , size 25x25x5 mm embedded including curing transportation and fixing at site etc. complete with all leads and lifts.
20
-
1311.5
Distance stone well dressed of required shape and size 60 cm x 23 cm x 7 cm with distance marked engraved and exposed faces well painted.
300
-
350
18.39 Fixing of Distance stone in 30x30x30 cm pit excavated in all type of strata and back filling with cement concrete (1:4:8) projected 10 cm above ground level well finished and properly cured. (Excluding cost of Distance stone)
500
-
250
18.13 Painting distance mark stone and lettering with light blue white or yellow un- washable paint including cost of material
500
-
120
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
166
-
5410
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
63
-
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.
1147
-
185
9.1 CONCRETE WORK
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) 9.1.4 20 mm
561
-
5467
Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove
864
-
225
10.10 Extra labour charges for RCC due to obstruction in laying and placing the
reinforced cement concrete due to reinforcement. 10.10.3 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.
48
-
400
10.7.2 Supply and fixing 6 mm thick rubber water seal of approved quality in
construction/contraction joints as per drawing complete in all respect. 10.7.2.2 305 mm wide
28
-
675
18.23 Providing bitumen joints filter sheet conforming to IS: 1838-1983
18.23.2 20 mm
5
-
780
11.1.1 Drilling holes of 35 mm diameter for anchor rods. 11.1.1.1 i) Upto 1.50 m. depth
981
-
130
11.1 Drilling holes of 35 mm diameter for anchor rods.
Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
654
-
219
11.1 Drilling holes of 35 mm diameter for anchor rods.
Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
2683
-
78
Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets, wedges, lifting rods etc., with all accessories as per relevant IS code including frame and gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70+-5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150+-5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing and forwarding, transportation charges for structural steel components and other
materials
3
-
174880
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.
1.96
-
174810
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
1120
-
28
Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads and lifts
53
-
769
5.34 Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead and lifts, in required profile of
5.34.3 23 cm thickness (+/- 5 % thickness tolerance)
121
-
1616
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.
2281
-
60
Add extra over item No. 10.3 for centering and shutterring for each additional 1 m height or part thereof above initial height of 3.0m from base/floor level.
272.32
-
365
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