Command Area Development Authority Tender
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Costs
EMD
₹ 1,76,62,388Document Cost
₹ 15,000Tender Fee
₹ 1,000
Summary
Balance Work Of Revamping Packages
Description
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Contact
Tender Id
2020_CADKO_181575_1Bid Award Id
ViewTender No
NIT No. 5 Item No. 02 of 2019-20Tender Authority
Command Area Development Authority ViewPurchaser Address
-Website
http://http://cadaharyana.nic.in/
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Documents
Balance work of Revamping work of Jamitpura Disty., Alfanagar Disty., Andher Disty. And its minor and direct off taking minors of Bundi Branch between km 17.5 to 24.26 and km 29.38 to 29389 and Khatkar Disty., Dolara Disty. and its minor and direct off ta
BOQ Items
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Demolishing of reinforced concrete including stacking of useable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required.
34.65
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345
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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 dewatering whereever required.
1100.77
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8
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Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department
6337
-
86
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Earthwork in excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5 m in dry or moist including dressing of excavated area dewatering wherever required complete in all respect in Hard/dense soil.
228597.27
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65
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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 dewatering, laying in layers of 20 cm.(beforecompaction) breaking of clods, sorting of grass pebbles etc, and dressing duly compacted by sheep footroller / pneumatic tyred roller to obtain dry density of 98% of standard proctor's density with initial lift of 1.5 m including loading and unloading whereever required. with cost of de-watering whereever required and all applicable taxes and levies etc complete in all respect as per technical specifications. Rate of earthwork in filling upto a lead of 250m using excavated earth
216723.95
-
86
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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 dewatering, laying in layers of 20 cm.(beforecompaction) breaking of clods, sorting of grass pebbles etc, and dressing duly compacted by sheep footroller / pneumatic tyred roller to obtain dry density of 98% of standard proctor's density with initial lift of 1.5 m including loading and unloading whereever required. with cost of de-watering whereever required and all applicable taxes and levies etc complete in all respect as per technical specifications. Rate of earthwork in filling upto a lead of 250m & upto 750 m (1/2 Km)
44765.09
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93
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Compaction of earth or highly weathered strata by mechanical equipment such as a sheep foot roller / pneumatic tyred roller to obtain dry density of atleast 98% of standard Proctor density.
356363.97
-
21
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Add extra over item No. 20(b) compection of E/W by mechanically operated vibro compector.
365895.49
-
2.1
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Add extra charges of watering of earth when source of water is beyond 250 m but upto 1 km.
351229.83
-
7.4
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Random rubble stone masonry (using R.R. stone where 75% stones to be not less than 15 cm in size in any direction and weighting not less than 23 kg) for foundation including all leads of all construction materials including curing etc. complete. in cement sand mortar 1:6.
2269.99
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2668
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Random rubble stone masonry (using R.R. stone where 75% stones to be not less than 15 cm in size in any direction and weighting not less than 23 kg) for superstructure including all leads of all construction materials including curing etc. complete. in cement sand mortar 1:6.
10865.27
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2785
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Plaster in cement sand mortar (1:4) including racking of joints, smooth finishing and curing etc. complete including all leads of all constructions materials, of 20 mm thickness.
61967.25
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206
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Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. In cements & mortar 1:3
9469.42
-
101
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R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 30 cm thickness (± 5 % thickness tolerance)
0.9
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1221
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Providing and laying cement concrete coping [1:2:4] with maximum size of crusher broken aggregate up to 20mm including shuttering etc. with all leads of materials complete in all respect in thickness of 75 mm
16737.46
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308
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Preparation and dressing the sub grade including removing irregulatites up to 7.5 cm in sol morrum mixed with pebbles, small boulders and highly weathered rock for bed.
221141.45
-
7
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Lip cutting and final dressing as per designed section including rehandling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required and all applicable taxes and levis etc. complete in all respected. In sides
533597.79
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19
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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 & form work etc. complete as per specification for:
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-
-
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In bed
32666.16
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41
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In sides
82204.79
-
46
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Providing & filling joints with sealing compound and coarse sand with bitumen of grade 85/25 (6% by weight)
37852.92
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60
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Providing and laying cast in Situ plain cement concrete M-13.5 grade (minimum cement content 250 kg./cum of concrete) for lining , using well graded crushed broken agregate of maximum nominal size of 20 mm confirming to IS 383 -1970, including proportioning of the ingredients by weight batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joint ,water curing in bed & liquid membrane forming compound for curing lining on side slopes, complete as per technical specification with all leads and lift of material complete in all respect.
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-
-
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In Bed for 7.5 cm thickness
269971.93
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317
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In Side Slopes 7.5 cm thick
11842.53
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325
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Extra charges for lining by paver as per specification complete.
-
-
-
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In Bed for 7.5 cm thickness
11414.35
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13.2
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In Side Slopes 7.5 cm thick
12948.17
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16.6
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Providing and laying under drainage below canal lining 610mm x 610 mm x 655 mm with preforated PVC housing pipe for the pressure relief valve (PRV) should be 90mm dia. 750 mm long for bed supported by 75 mm thick of coarse aggregate 20 to 40 mm size 75 mm thick fine aggregate 5 to 20 mm and 75 mm thick layer of coarse sand of FM 1.50 or above
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-
-
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In Bed
1497
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844
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In Side (610 mm x 610 mm x 975 mm)
448
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933
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Extra charges for water spray by nozzle on subgrade of canal including bed and side slopes before laying plain concrete for lining work.
753852.03
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1.5
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Side shuttering including proping etc complete (to achieve finish F2) for Block joints of foundation ,stilling basins,buckets,aprons,etc. (Non suspended horizontally laid mass concrete) for dowels etc.
280083.63
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105
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Centring and shuttering for piers gellieres, barrels, curved suprface, arches, circuar ducts, etc. upto 5 m hight form base / floor level (to achieve finish F2)
195.2
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272
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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)
354221.54
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59
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Cement concrete (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 upto 20 mm.
34566.5
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3491
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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.
8571.9
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4048
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Cement concrete (1:1.5:3) M-20 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.
34028.57
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4692
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Cement concrete (1:1:2) M-25 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.
448.52
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5499
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Extra labour charges for obstruction in laying & placing the reinforced cement concrete due to reinforcement in foundation, rafts, beams, columns bases, stilling basin ,buckets,aprons,etc (non suspended horizontally laid mass concrete)
3333.74
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103
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Extra charges for using mobile transit mixture.
12882.42
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210
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Extra charges for using suitable admixtures.
14956.65
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75
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Extra charges for complete weigh batching and mixing plant.
12942.56
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210
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Coursed Stone/ Kharanja masonary (using hammer dressed stones not less than 20 cm in any direction and atleast 50 % stone to be more than 23 cm in depth ) for super structure ( up to 0.5 m thickness ) including curing etc. including all leads of all construction material including curing etc complete in cement sand mortar 1:5
115.34
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3826
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Supply and fixing of sluice/regulator gates using MS plates, channels, tees, angles, girders etc. of given size an design having suitable brass/ gun metal lining, rubber selas etc. and desired rod length, capstan head, clamps keys, wire ropes, ladders, supports, etc. complete (excluding civil wortks) including painting with red-ixide paint & delivery at site (size upto 1 sqm)
81915.98
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85
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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. Class NP-3
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-
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600 mm dia
2662.5
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3523
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150 mm dia
6441.65
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164
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Providing & laying CNS (Cohesive non swelling) layer below PCC block / CC lining in required thickness comprising of clay silt and gravel mixed in desired ratio including excavation in borrow area / quarry, transportation to work site with all leads and lift of all ingredients, mixing homogeneously by suitable method, laying in layer of 15-20cm watering and compaction by mechanical vibro compactor to achieve a density of 98% of Standard Proctor's density including dewatering, whenever necessary and complete as per technical specification. Ingredients of CNS layers are: i) clay 20% ii) silt 35% iii) Sand 40 % iv) gravel 5%
2305.04
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423
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Providing bitumen joint filter sheet confirming to IS: 1838- 1983 20 mm thick
569.9
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479
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Providing and laying canal lining with PCC blocks 50 mm thick made of cement concrete (1:2:4) grade M-15 with aggregate size upto 20 mm crusher broken including manufacturing of PCC block mechanically vibrated at site in size of 300 x 300 x 50 mm including all leads and lifts of material, transportation of blocks from manufacturing site to lining site, laid over 6 mm thick 1:3 cement mortar filling and smooth finishing of joints laid over 15.5 mm thick sandwich plaster in cement sand mortar 1:3 laid over 12 mm thick base plaster in cement 1:6 including curing and machinery charges with mixture vibration etc., complete as per technical specifications
520530.83
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412.5
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Providing and erecting direction and place identification for semi reflective sign board as per IRC : 67 made of 2 mm thick M.S. Sheet dully stove enameled paint in white colour in front and gray colour on back with red reflective border of 70 mm width in required message letter, figures with reflective Engineering grade tape as per MORD specification of required shade and colour supported and welded on 47 mm x 47 mm of 12 SWG square tube of 3050 mm height dully strengthened by 25 mm x 5mm M.S. flate iron on edge on back firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 semi reflective traffic sign.
72.6
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3956
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Reinforced cement concrete M-15 grade kilometre stone/local stone fo standard design as per IRC: 8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 (i) Ordinary Kilometer stone (Precast)
324
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1569
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Making standard type cement gauge including engraving letter and painting including scaffolding etc.
101.57
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304
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Supplying M S plate and auxiliaries
1191.96
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59
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Providing and laying 75mm thick sand layer in bed (over clays sub grade) dully stablized with cement slurry (1:20) including all leads and lift of material.
197364.11
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70
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Providing and laying 75mm thick sand layer in side slop (over clays sub grade) dully stablized with cement slurry (1:10) including all leads and lift of material.
524970.32
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75
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Venturi flumes (Measuring device) supply and fixing of glass reinforced plastic (FRP) moulded cut throat flume without any joint, accurate in dimensions and having accuracy of + 1 mm smooth & uniform surface with 0.13 as value of rougosity of flowing capacity with as below with bell mouth entry minimum 45 cm and 55 cm. with engraved gauge marking in cm and Litre per second on both side of flow directions at u/s and d/s end. Capacity marking and chart showing calculation discharge variation at every 0.50 cm and flow measured at submerged condition etc. complete in all respect. The flumes shall be light in weight and easy in handling including stiffeners hold fast, sand treatment on the back side of flume.
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-
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Discharge in cusec up to 4 cusec (More than 3 cusec)
16
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17050
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Discharge in cusec up to 5 cusec
7
-
32506
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Discharge in cusec up to 6 cusec
6
-
33200
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Discharge in cusec up to 8 cusec
13
-
35070
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Discharge in cusec up to 10 cusec
8
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40400
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Discharge in cusec up to 18 cusec
3
-
56800
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Discharge in cusec up to 25 cusec
3
-
79500
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Painting standard type gauge with black, red and white washable paints including cost of material
14.25
-
114
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Providing and fixing in position PVC strip in panal joints in lining works using mechanical contrivances smooth finishing etc. complete 3.5m x 3.5 m. Transverse PVC stips size 45 mm x 38mm
5676.91
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32
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