Water Resources Department Tender
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Costs
EMD
₹ 13,34,180Document 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_1Bid Award Id
ViewTender No
07/2018-19 LMC Dn MahiTender Authority
Water Resources Department ViewPurchaser Address
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Documents
BOQ Items
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(a) Soft / Disintegrated rock
13641
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100
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(b) Hard rock not requiring blasting
9592
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147
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(c) Phylite & other hard rock requiring nominal blasting
18064
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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.
8846
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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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-
-
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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.
20246
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410
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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.
27283
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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 500 m
40493
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14.2
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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
4560
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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.
6443
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20
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Cement concrete Mix (1:3:6) M-7.5 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
1594
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2939
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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
126
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75
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For height of 11.0 m to 14.0 m
84
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225
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For height of 11.0 m to 17.0 m
102
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300
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For height of 17.0 m to 20.0 m
167
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375
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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 : 6
7561
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2613
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Add extra masonary works in super structure for dams and other works.
6532
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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
84
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160
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For height of 11.0 m to 14.0 m
252
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480
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For height of 14.0 m to 17.0 m
308
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640
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For height of 17.0 m to 2.0 m
504
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800
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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
1719
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3829
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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
6600
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206
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Centering and shuttering for slabs, beams, lintels, columns trough with or without caps and base including propping and remove.
209
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180
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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)
7696
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272
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Add Extra for centeringfor piers and shuttering for each additional 1 M height or part thereof.
-
-
-
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Extra height m- 5 to 6
513
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17
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8 to 9
2052
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68
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9 to 10
1026
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85
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10 to 11
855
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102
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12 to 13
513
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136
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14 to 15
513
-
170
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15 to 16
1026
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187
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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)
79600
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57
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Extra labour charges for obstruction in laying and placing the reinforced cemen concrete due to reinforcement.
-
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-
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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.
196
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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.
1385
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288
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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:75 mm
1497
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291
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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
1590
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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
5016
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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.
1590
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132
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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
70
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4950
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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
243
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199
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Supply of Distance stone well dressed of required shape and size 60 cm x 23 cm x 7 cm with exposed faces chiesel dressed.
150
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180
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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.
150
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108
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Painting distance mark stone and lettering with light blue white or yellow un-washable paint including cost of material
150
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80
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