Water Resources Department Tender
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Costs
EMD
₹ 11,40,667Document Cost
₹ 10,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_WRDAS_288960_2Bid Award Id
ViewTender No
NIT-01/2022-23Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
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Roon Ka Khal
23440
-
2.5
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Kumhari Ka Naka
34200
-
2.5
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Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts
-
-
-
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Sambhu Sagar
4429.05
-
781
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Roon Ka Khal
4839
-
781
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Kumhari Ka Naka
393.3
-
781
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Supplying Quarry rubish not more than 10 cm in size including all lead and lift.
-
-
-
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Gurjania
318.48
-
410
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Kumhari Ka Naka
1260.61
-
410
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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:-Hard / Dense soil
-
-
-
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Gurjania
446.25
-
93
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Kumhari Ka Naka
1575
-
93
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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:-Hard soil mixed with kankar/boulders, morrum
-
-
-
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Sambhu Sagar
5205
-
115
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Gurjania
140.25
-
115
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Kumhari Ka Naka
171
-
115
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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:-Soft/Disintegrated rock
-
-
-
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Gurjania
140.25
-
155
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Kumhari Ka Naka
171
-
155
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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:-Hard rock not requiring blasting
-
-
-
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Roon Ka Khal
75
-
229
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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.:-Phylite & other hard rock requiring nominal blasting
-
-
-
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Sambhu Sagar
3945
-
321
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Gurjania
410.25
-
321
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Kumhari Ka Naka
342
-
321
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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. (ii)Tor or ribbed bars (IS :1786-1985)
-
-
-
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Sambhu Sagar
14015.13
-
95
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Gurjania
19411.49
-
95
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Roon Ka Khal
6430.32
-
95
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Kumhari Ka Naka
5000
-
95
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Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (ifrequired), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1cement:3coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size up to (For mix design Cement content considered 320 kg/ cum of concrete) (d) 20 mm
-
-
-
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Sambhu Sagar
470
-
5691
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Gurjania
304.2
-
5691
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Roon Ka Khal
76.5
-
5691
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Kumhari Ka Naka
111.15
-
5691
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Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (ifrequired), curing, compaction and finishing with rendering in cement sand mortar1:3 (1cement:3coarse 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
-
-
-
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Sambhu Sagar
1010.75
-
6291
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Gurjania
247.5
-
6291
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Roon Ka Khal
99
-
6291
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Kumhari Ka Naka
291
-
6291
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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.
-
-
-
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Sambhu Sagar
5
-
250
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Kumhari Ka Naka
40
-
250
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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 all leads of all construction materials including curing etc. complete:-In cement sand mortar 1:5
-
-
-
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Roon Ka Khal
286.2
-
4095
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Kumhari Ka Naka
307.8
-
4095
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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 all leads of all construction materials including curing etc. complete :-In cement sand mortar 1:4 (superstructre)
-
-
-
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Gurjania
835.8
-
4503
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Kumhari Ka Naka
42.6
-
4503
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Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: (b)20 mm
-
-
-
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Gurjania
4356
-
311
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Kumhari Ka Naka
909
-
311
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Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: (b)20 mm
-
-
-
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Sambhu Sagar
500
-
290
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Roon Ka Khal
2550.31
-
290
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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:(a)75 mm
-
-
-
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Gurjania
1855.2
-
480
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Kumhari Ka Naka
521.4
-
480
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Rip-Rap. stone laying in required profile properly hand packed using stone of specified size including all lead.& lifts. 23 cm thickness (±5% thickness tolerance)
-
-
-
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Sambhu Sagar
1257.03
-
1651
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Gurjania
444.61
-
1651
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Kumhari Ka Naka
509.57
-
1651
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Spreading & consolidation of quarry rubbish / spalls to required grade & camber in layers not exceeding 15cm. thickness(loose) by road roller as per specifications including dressing etc. complete.
-
-
-
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Gurjania
2123.2
-
38
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Kumhari Ka Naka
3867
-
38
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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 sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's 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
-
-
-
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Gurjania
4800
-
124
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Kumhari Ka Naka
1192.25
-
124
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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 sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's 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 lead beyond 250 m and up to 750 m (½ Km)
-
-
-
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Sambhu Sagar
18225
-
133.5
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Roon Ka Khal
1520
-
133.5
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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 sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering ) including loading and un-loading wherever required complete in all respect:-Add extra for each subsequent lead of 500 m or part there of beyond 1/2 km and upto 5 km
-
-
-
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Gurjania
5804.08
-
177.25
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Kumhari Ka Naka
1296
-
177.25
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Compaction of earth or highly weathered strata. (a) By manually or plain roller. (density 90% of Proctor)
-
-
-
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Gurjania
4800
-
24
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Kumhari Ka Naka
1192.25
-
24
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b. 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.(ii) at least 98% of Standard Proctor's density
-
-
-
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Sambhu Sagar
18225
-
41
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Gurjania
5804.08
-
41
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Roon Ka Khal
1520
-
41
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Kumhari Ka Naka
1296
-
41
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Watering of earth including cost of carriage of water when source of water is (i)up to 1 Km
-
-
-
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Sambhu Sagar
18225
-
11.1
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Gurjania
10604.08
-
11.1
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Roon Ka Khal
1520
-
11.1
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Kumhari Ka Naka
2488.25
-
11.1
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Retaining wall, counterfort, abutment, wing wall supstream or down-stream slope facings of dams and open faces of construction joints etc
-
-
-
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Kumhari Ka Naka
216
-
220
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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 & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints:-150 mm dia NP - 3
-
-
-
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Gurjania
10
-
465
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Kumhari Ka Naka
10
-
465
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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 & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints:-200 mm dia NP - 3
-
-
-
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Gurjania
40
-
558
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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. (a) In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)
-
-
-
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Sambhu Sagar
1010.75
-
140
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Roon Ka Khal
85.5
-
140
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Kumhari Ka Naka
291
-
140
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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. (b) Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
-
-
-
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Roon Ka Khal
13.5
-
200
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Extra lead over item no 1 of excavated material. Add extra for lead beyond 250m & upto 750m (for average 1/2Km).
-
-
-
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Sambhu Sagar
4125
-
8.75
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Providing,Fabrication,machining with straightening work of GuideTee, Track, Sealingframe, Leaf frame or anypart of gate's, complete as per drawing with testing, including cost of all materials, with machinery, labour, too lsandtackles cutting, aligning, welding, finishing, cleaning etc., applying on eco at of zinc richepoxyprimer and twocoats of cold applied coaltar epoxypaint, etc., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials.
-
-
-
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Sambhu Sagar
800
-
126
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Gurjania
1200
-
126
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Roon Ka Khal
200
-
126
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Drilling 35 mm. to 48mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation / curtain grouting in stages by per cussion drilling including cost of drilling equipment,compressed air,water etc. complete & re-drilling in the hole through set grout, if required.(a) Up to 5 m. depth
-
-
-
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Sambhu Sagar
150
-
841
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Supplying and lowering into holes and fixing of casing pipes of suitable diameter to enable drilling of minimum 48 mm dia grout holes.
-
-
-
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Sambhu Sagar
60
-
1022
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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
-
-
-
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Sambhu Sagar
30
-
662
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Normal pressure washing of drilled hole in stages in approved pattern for cleaning of clay, soil and other filler materials from the seams and joints in the foundation rock by establishing connections underpressure with air & water including cost of equipment, accessories compressed air, water, labour, admixtures if any required etc. complete as per specification.
-
-
-
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Sambhu Sagar
30
-
1471
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Grouting of drilled holes minimum 35mm 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)
-
-
-
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Sambhu Sagar
75
-
11802
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Conducting water intake test in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete
-
-
-
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Sambhu Sagar
10
-
1406
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Cement OPC/PPC (in bags) 50Kg in weight. As per IS 1489 and IS 8112 (excluding cost of empty begs).
-
-
-
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Sambhu Sagar
1500
-
350
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Drilling holes of 35 mm diameter for anchor rods.(i) Upto 1.50 m depth
-
-
-
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Sambhu Sagar
525
-
130
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Roon Ka Khal
45
-
130
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Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
-
-
-
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Sambhu Sagar
350
-
219
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Roon Ka Khal
30
-
219
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Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
-
-
-
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Sambhu Sagar
3372.25
-
78
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Roon Ka Khal
289.05
-
78
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Distance stone well dressed of required shape and size 60cmx23cmx7cm with exposed faces chiesel dressed.
-
-
-
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Sambhu Sagar
30
-
300
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Dressing of uneven embankment in required profile
-
-
-
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Sambhu Sagar
17079
-
11.8
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Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove
-
-
-
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Sambhu Sagar
1439.5
-
225
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Roon Ka Khal
45
-
225
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Side shuttering including propping etc. complete (to achieve finish F 2 for : Block joints of foundation stilling basins buckets, aprons etc. ( non -suspended horizontally laid mass concrete)
-
-
-
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Sambhu Sagar
172
-
160
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Roon Ka Khal
159
-
160
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Side shuttering including propping etc. complete (to achieve finish F 2 for : Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc
-
-
-
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Gurjania
520
-
185
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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
-
-
-
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Sambhu Sagar
1080
-
76
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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. (b)For depth above 15 cms but upto 30cms having. (ii) Lined section
-
-
-
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Gurjania
1386
-
28
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Roon Ka Khal
2305.6
-
28
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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
-
-
-
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Gurjania
1142.13
-
28
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Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.
-
-
-
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Gurjania
86.07
-
1716
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Supplying and laying aggregate in layers and profile as specified including all leads & lift. (b) Broken ballast 20 to 40 mm size
-
-
-
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Gurjania
86.07
-
1201
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Dry boulder filling in required profile with filling of voids etc. complete including all lead & lifts and well finished surface
-
-
-
... More
Gurjania
72.8
-
1184
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Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect. (a) not exceeding 15cm
-
-
-
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Gurjania
306
-
9.5
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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
-
-
-
... More
Gurjania
306
-
8.5
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Benching base and depositing the excavated material including dressing etc. complete within initial lead up to 50m and lift up to 1.5m
-
-
-
... More
Gurjania
522.99
-
81
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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:(b)50 mm
-
-
-
... More
Roon Ka Khal
2091.13
-
320
... More
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.
-
-
-
... More
Roon Ka Khal
4410.31
-
20
... More
Dismantling cement concrete lining including disposal of material within 50m lead, inclusive of de-watering wherever required of thickness.(b)7.50cm
-
-
-
... More
Roon Ka Khal
660
-
28
... More
Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.
-
-
-
... More
Roon Ka Khal
286.2
-
487
... More
Painting standard type gauge with black, red and white un-washable paints including cost of material
-
-
-
... More
Roon Ka Khal
20
-
210
... More
Making standard type cement gauge including engraving letters and painting including scaffolding etc.
-
-
-
... More
Roon Ka Khal
24
-
550
... More
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 bed of thickness (a) 10 cm
-
-
-
... More
Roon Ka Khal
660
-
599
... More
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 & murrum for:-Bed
-
-
-
... More
Kumhari Ka Naka
400
-
8.5
... More
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 & murrum for :-Side slopes
-
-
-
... More
Kumhari Ka Naka
520
-
11.2
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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.(b)7.5 cm
-
-
-
... More
Kumhari Ka Naka
400
-
460
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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.(b)7.5 cm
-
-
-
... More
Kumhari Ka Naka
520
-
539
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