Water Resources Department Tender
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Costs
EMD
₹ 4,68,000Document Cost
₹ 10,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_WRDAS_306881_1Bid Award Id
ViewTender No
NIT Add CE - 17 Year 2022-23 (Item - 01)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
2136
-
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
686
-
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
12310
-
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
23814
-
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.
4074
-
90
Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.(poor quality)
3823
-
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)
10820
-
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
2336
-
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
20830
-
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
74735
-
15.7
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
20945
-
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
74735
-
520.6
CANAL LINING
Filling of construction joints with Bitumen based sealing compound lining in the grove as per IS made by cutter upto the 1/3 depth of concrete lining as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect.
19898
-
85
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
4059
-
3777
7.8 Add extra over item no. 1 to 7 for 7.8.1 Masonry work in superstructure
3347
-
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
17600
-
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
3286
-
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
600
-
4802
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%
12150
-
105
5.18 Compaction of earth or highly weathered strata
5.18.1 By manually or plain roller. (density 90% of Proctor)
12150
-
24
5.28 Watering of earth including cost of carriage of water when source of water is
5.28.1 Upto 1 km
12150
-
11.1
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.
1533
-
185
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.
564
-
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.
18.28.1 150mm
18.28.1.2 NP3
37.5
-
465
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.
18.28.4 300MM
18.28.4.2 NP-3
12.5
-
1059
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.
18.28.5 450MM
18.28.5.2 NP-3
27.5
-
2094
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
42.5
-
7217
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
436
-
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.
436
-
200
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)
21700
-
95
Chipping concrete surface, cleaning the exposed surface of steel and concrete with wire brush, washing with water complete as per specifications excluding scaffolding etc.
1764
-
69
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.
1764
-
1433
18.10 Repair of existing service road including jungle clearance, filling cuts, depression and dressing etc. complete.
18.10.2 In semi- hilly area
10
-
4000
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)
550
-
250
18.13 Painting distance mark stone and lettering with light blue white or yellow un- washable paint including cost of material
550
-
120
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
5.2
-
174880
Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove
97
-
225
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
8
-
5410
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.
4800
-
60
Distance stone well dressed of required shape and size 60 cm x 23 cm x 7 cm with exposed faces chiesel dressed.
550
-
300
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