Water Resources Department Tender
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Costs
EMD
₹ 43,22,320Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_WRDAS_141996_2Bid Award Id
ViewTender No
07/2018-19 LMC Dn MahiTender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
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(a) Soft / Disintegrated rock
20604
-
100
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(b) Hard rock not requiring blasting
15064
-
147
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(c) Phylite & other hard rock requiring nominal blasting
38220
-
243
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(d) Hard rock (dry or moist) requiring blasting (whereas hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank/embankment,dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc. if required to be paid then it will be liability of contractor as the cost of usable stone has already been decuted from the rate.
24152
-
256
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Excavation with line drilling, controlled blasting near structure, popullated area ( situated within 50 m) including dewatering , loading, unloading disposal and dressing within initial lead of 50 m. and lift up to 1.5 m.complete in all respect in dry or moist and compensation of damages If any, in
-
-
-
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(d) Hard rock (dry or moist) requiring blasting (whereas hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank/embankment,dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc. if required to be paid then it will be liability of contractor as the cost of usable stone has already been decuted from the rate.
5540
-
410
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Add Extra for excavation under water for all type of strata including dewatering charges (Quantity under water duing actual work is only to be considered) Quantity of excavation below water level in foundation area during continuous pump running should only be considered.
-
-
-
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(a) Soft /loose soil
5540
-
18.25
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(b) Soft/disintegrated rock
4155
-
25
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(c) Hard rock. Not requiring blasting
2770
-
36.75
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(d) Phylite & other hard rock requiring nominal blasting
4986
-
60.75
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(e) Hard rock (dry or moist) requiring blasting (whereas hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank/embankment,dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc. if required to be paid then it will be liability of contractor as the cost of usable stone has already been decuted from the rate.
3324
-
64
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Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller / pneumatic tyred roller to obtain dry density of at least 95% of Standard Proctors density.
1883
-
26
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Re-handing of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect. Mixed strata muck.
41207
-
73
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Extra lead for disposal of excavated material including loading and unloading wherever required Mixed strata Muck
-
-
-
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Up to 750 m
36564
-
14.2
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Up to 1.5 Km
36564
-
28
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Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soft rock & similar type of strata for Bed
8042
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9
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Preparation foundation of structure including removal of all loose stones, silt and final washing by mannual labour.
11780.1
-
20
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Cement concrete Mix (1:3:6) M-10 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size up to 20mm
3470
-
3321
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Add Extra for concrete each subsequent height 3.00 M or part there-of above initial lift of 5.0 M from ground level (upward or downward)for work other than major and medium dams.
-
-
-
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For height of 5.0 m to 8.0 m
3994
-
75
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For height of 8.0 m to 11.0 m
1420
-
150
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For height of 11.0 m to 14.0 m
593
-
225
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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
23227
-
2741
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Add extra masonary works in super structure for dams and other works.
12767
-
124
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Add extra for masonary work for Each subsequent height of 3.0 metre or part thereof above initial lift of 5.0 m from ground level (upward and downward) for other than dam work.
-
-
-
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For height of 5.0 m to 8.0 m
467
-
160
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For height of 8.0 m to 11.0 m
234
-
320
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For height of 11.0 m to 14.0 m
195
-
480
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Plaster in cement sand mortal (1:3) including racking of joints, smooth fininshing and curing etc. complete including all leads of all construction materials, of thickness :20mm
12395
-
206
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Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing :In Bed
3249
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39
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Cement concrete lining mix (1:3:6) M10 with upto 20mm size well graded crusher broken stone aggregate laid as per specification including all leads of all lead of all construction materials including rendering and curing etc. complete for canal bed of thickness 10 Cm
6656
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389
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Filling of construction joints with sealing compound, including painting the concrete sleepers below lining and sides of lining panel as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect.
3249
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132
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Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate up to 20 mm, including shutteringetc. With all leads of material complete in all respect in thickness of :75mm
2239
-
291
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Filling in plinth with locally available river shingle under floors including watering , ramming , consolidating and dressing complete including cost of shingle, and loading and un-loading wherever required with cost of dewatering wherever required, complete in all respect
5930
-
199
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Painting distance mark stone and lettering with light blue white or yellow un-washable paint including cost of material
340
-
80
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Supply of well dressed stone or RCC (1:2:4) ratio with 2% reinforcement) boundary/ demarcation posts 15x15 cm in section and 75 cm in height in top rounded to semi-circular shape in two sides including engraving given logo/ word/ letter in Hindi or English (like canal boundary/Water Resources dept. etc.) while casting and fixing these stones in:
-
-
-
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30x30x45 cm pit excavated in all type of strata and back filling with concrete (1:4:8) using natural aggregate projected 10 cm above ground level well finished and properly cured.
340
-
294
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Centering and shuttering for slabs, beams, lintels, columns trough with or without caps and base including propping and remove.
21753
-
180
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Add Extra for slab for height above 5 m. for each additional 1 m. height or part thereof.
-
-
-
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Extra height above 5 m 0 to 1.0
2150
-
16
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1.0 to 2.0
2052
-
32
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2.0 to 3.0
1322
-
48
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3.0 to 4.0
1016
-
64
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4.0 to 5.0
506
-
80
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5.0 to 6.0
495
-
96
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6.0 to 7.0
466
-
112
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Centering and shuttering for piers, galleries, barrels, curved surface arches, circular ducts etc. up to 5 M height from base/floor level (To achieve F2 finish)
15155
-
272
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Add Extra for centeringfor piers and shuttering for each additional 1 M height or part thereof above initial height of 5.0M for piers from base/floor level.
-
-
-
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Extra height above 5.0 m- 0 to 1.0
1340
-
17
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1.0 to 2.0
1572
-
34
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2.0 to 3.0
1393
-
51
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3.0 to 4.0
1316
-
68
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4.0 to 5.0
1167
-
85
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Supplying of MS reinforcement 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.Tor or ribbed bars (IS 1786-1985)
623000
-
57
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Cement concrete design mix M-25 well mixed & laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size up to 20 mm
8332
-
5420
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Cement concrete design mix M-20 well mixed & laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size up to 20 mm
1693
-
4638
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Extra labour charges for obstruction in laying and placing the reinforced cemen concrete due to reinforcement.
-
-
-
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(a) In foundation rafts, beams, columns bases, stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete).
1275
-
103
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(b) Columns, slabs, cantilevers projections, staricases, lintels, beams, chajjas retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
3880
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145
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(c) Aqueduct troughs, siphon conduitd, box type sluice barrels, domes, spirals, shfts of staircases (thin walled section) and ogee crests, baffle or chute blockes, end sills, budkets, projected coping, extended sill etc.
4934
-
288
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Supplying & fixing 305mm wide and 6mm thick PVC water seal of approved quality in construction /contraction joint as per drawing complete in all respect.
1098
-
615
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Providing bitumen joints filter sheet conforming to IS: 1838-1983 thickness 20 mm.
350
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525
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Cement concrete (1:2:4) M-15 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 20 mm.
104
-
3829
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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.1000 mm dia NP-3
87.5
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4950
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