Command Area Development Authority Tender
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Costs
EMD
₹ 1,15,12,829Document Cost
₹ 15,000Tender Fee
₹ 1,000
Summary
Tender for Balance Work Of Revamping Of Kapren Branch
Description
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Contact
Tender Id
2020_CADKO_189539_1Bid Award Id
ViewTender No
NIT No. 01 of 2020-21 Item No. 03Tender Authority
Command Area Development Authority ViewPurchaser Address
-Website
http://http://cadaharyana.nic.in/
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Documents
Balance work of Revamping work of Kapren Branch canal system Km. 20.87 to 43.89,Chari disty., Ishwarnagar disty., Arnetha disty.and its minors and Chitawa disty., Kulinda disty., Balkasa disty.and its minors, and direct off-taking minors of Kapren Branch
BOQ Items
Demolishing of reinforced concrete including stacking of useable material and disposal of unuseable material within 50m lead inclusive of de-watering wherever required
17.56
-
345
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.
449.03
-
8
Cutting and uprooting of trees including removing of roots and filling of hole, . Cutting / up rooted would be property of the department over 15 cms to 30 cms dia
446
-
86
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.
98124.67
-
65
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 1.5 m (Excluding Charges for compaction and watering) including loading and un-loading whereever required complete in all respect.(a) With Initial Lead of 250m
140452.81
-
86
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.
371542.51
-
21
Add extra over item no. 20 (b) compaction of earthwork by mechanically operated vibro compactor.
382395.12
-
2.1
Add extra charges of watering of earth when source of water is beyond 250 m but upto 1 km.
371542.51
-
7.4
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.
70081.46
-
70
Providing and laying 75mm thick sand layer on side slope (over clays sub grade) dully stablized with cement slurry (1:10) including all leads and lift of material.
187069.05
-
75
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.
258.14
-
2668
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.
4559.58
-
2785
Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials complete of thickness : 20 mm
29986.45
-
206
R.R. stone pitching, hammer dressed with packing of voids from small stones including all leads & lifts, in required profile of (c ) 30cm thickness (+/- 5% thickness tolerance)
55.88
-
1221
Flush or ruled pointing on stone masonry including racking of joings and curing etc. complete including all leads of all constuction materials in mortar ratio in cements & mortar 1:3
278.4
-
101
Providing and laying Cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate up to 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of 75 mm.
8876.95
-
308
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 50 mm
38.75
-
204
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.
222432.06
-
7
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.
329410.39
-
19
Providing and laying cast in situ concrete sleeper 15 cm x7.5 cm in cement concrere (1:3:6) with maximum size of crusher stone aggregare up to 20 mm well graded including all lead of all construction materials including curing,finishing and form work etc. complete as per specification
-
-
-
In bed
68701.91
-
41
In sides
51523.51
-
46
Providing and fixing in position P.V.C. Strip in panal joints in lining works using mechanical contrivances smooth finishing etc. complete.3.5m x3.5 m
-
-
-
Longitudional P.V.C. strips size 64mm x 45mm
86662
-
33
Transverse P.V.C. strips size 45mm x 38mm
44425.73
-
32
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 & on side slopes, complete as per technical specification with all leads and lift of material complete in all respect.
-
-
-
In Bed for 7.5 cm thickness
169522.08
-
317
In Side Slopes 7.5 cm thick
141319.69
-
325
Concrete Top Patra 7.50 cm thickness
56484.06
-
317
Extra charges for lining by paver as per specification complete.
-
-
-
In bed for 7.50 cm thickness.
99849.02
-
13.2
In Side slopes 7.50 cm thick.
144345.48
-
16.6
Concrete Top Patra 7.50 cm thickness
15417.96
-
13.2
Providing and laying under drainage below canal liningwith perforated PVC housing pipe for the pressure relief valve (PRV) should be 90 mm dia, 750 mm long supported by 75 mm thick layer of course aggregate 20 to 40 mm size , 75mm thick fine aggrate 5 to 20 and 75 mm thick layer of caurse sand of FM 1.50 or above
-
-
-
Bed (610 mm x 610 mm x 655 mm)
1974
-
844
Side (610 mm x 610 mm x 975 mm)
3867
-
933
Extra charges for water spray by nozzle on subgrade of canal including bed and side slopes before laying plain concrete for lining work.
554218.41
-
1.5
Centring and shuttering for piers, galleries, barrels, curved surface arches, circular ducts etc. up to 5.0m height from base/floor level (To achieve F2 finish)
518.46
-
180
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.
148150.93
-
105
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)
108430.13
-
59
Supplying and fixing of MS Plates,pipes and auxiliaries
1219.82
-
59
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.
29830.98
-
3491
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.
6663.4
-
4048
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.
6289.43
-
4692
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 crushed broken stone aggregate of maximum size upto 20 mm.
23.4
-
5499
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)
1445.95
-
103
Extra charges for using mobile transit mixture.
26660.64
-
210
Extra charges for using suitable admixtures..
26161.98
-
75
Extra charges for complete weigh batching and mixing plant.
27011.64
-
210
Supplying and fixing of sluice /regulator gates using MS plates, channels, tees, angles, girders ,gears etc. of given size and design having suitable brass/gun metal lining,rubber seals etc,and desired rod length clamps,keys, wire ropes, ladders, supports,etc complete (excluding civil work) including painting with red oxide paint and delivery at site (Size up to 1 sqm)
46220
-
85
Providing laying & fixing in position RCC spun or hume pipe (IS 458-2003) with collars 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
-
-
-
600 mm dia
1570
-
3523
150 mm dia
3713.2
-
164
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%
163873.87
-
423
Providing & filling joints with sealing compound and coarse sand with bitumen of grade 85/25 (6% by weight) For 7.50 cm depth.
21379.81
-
60
Providing bitumen joint filter sheet confirming to IS: 1838-1983, 20mm thick
149.82
-
479
Providing and laying canal lining with PCC blocks 50mm thick made of cement concrete (1:2:4) grade M-15 with aggregate size upto 20mm crusher broken including manufacturing of PCC block mechanically vibrated at site in size of 600 x 600 x 50 mm to 600 x 300 x 50 mm including all leads and lifts of material, transportation of blocks from manufacturing site to lining site, laid over 6mm thick 1:3 cement mortar filling and smooth finishing of joints laid over 15.5mm thick sandwich plaster in cement sand 1:3 laid over 12mm thick base plaster in cement 1:6, including curing and machinery charges with mixture vibration etc., complete as per technical specifications.
190824.51
-
412.5
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 5 mm 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.
45.36
-
3956
Reinforced Cement Concrete M 15 grade kilometre stone /local stone of 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)
206
-
1569
Making standard type cement gauge including engraving letter and painting including scaffolding etc.
54.65
-
304
Painting standard type gauge with black, red and white washable paints including cost of material
9.45
-
114
Coursed stone/Kharanja masonry (using hammer dressed stones not less than 20 cm in any direction and at least 50% stone to be more than 23 cm in depth) for super stru-cture (upto 0.5 m thickness) including curing etc. including all leads of all construction materials including curing etc comp-lete in cement sand mortar 1:5.
189.98
-
3826
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 +/- 1mm smooth & uniform surface with 0.13 as value of rougosity of flowing capacity with as below with bell mouth entry minimum 45cm and 55cm 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.
-
-
-
Discharge in cusec upto 4 cusec (More than 3 Cusec)
3
-
17050
Discharge in cusec upto 5 cusec
4
-
32506
Discharge in cusec upto 6 cusec
5
-
33200
Discharge in cusec upto 8 cusec
6
-
35070
Discharge in cusec upto 10 cusec
4
-
40400
Discharge in cusec upto 12 cusec
4
-
46830
Discharge in cusec upto 15 cusec
3
-
48900
Discharge in cusec upto 25 cusec
2
-
79500
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