Command Area Development Authority Tender
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Costs
EMD
₹ 18,00,000Document Cost
₹ 15,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2020_CADKO_180541_1Bid Award Id
ViewTender No
NIT No. 02/2019-20Tender Authority
Command Area Development Authority ViewPurchaser Address
-Website
http://http://cadaharyana.nic.in/
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Documents
BOQ Items
Cement concrete mix (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 - Provding concrete M 30 grade instead of M 25 grade
767.43
-
5799
Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement. In
-
-
-
foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)
5286.25
-
145
Aqueduct troughs, siphon conduits, box type sluice barrels, domes spiral shafts or stair cases (thin walled section) and ogee crests, baffle or chute blocks, end sills, buckets, projects coping, extended sill etc.
1498.72
-
288
Centring and shuttering for piers, galleries, barrels, curved surfaces, arches, circular ducts etc. upto 5.0m height from base/ floor level (To achieve F2 finish) add extra for each additional 1 m height or part thereof above initial height of 5.0 from base/floor level. (up to 10.0 M)
10116.14
-
357
Centring and shuttering for piers, galleries, barrels, curved surfaces, arches, circular ducts etc. upto 5.0m height from base/ floor level (To achieve F2 finish) add extra for each additional 1 m height or part thereof above initial height of 5.0 from base/floor level. base/floor level.
4518.72
-
272
Supply 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 lifts using Tor or ribbed bars IS 1786-1985
473699.7
-
59
Extra charges for water spray by nozzle on subgrade of canal including bed and side slopes before laying plain concrete for lining work.
20458.2
-
1.5
Extra charges for using composite weigh batching mixing plant
5999.43
-
210
Extra charges for using mobile transit mixture.
5685.88
-
210
Supply and fixing 300mm wide and 10 mm thick rubber/ PVC water stops as per IS Code 15058 : 2002 amended up to date in construction / constraction joint as per drawings complete in all respect.
335.35
-
746
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. up to 1.75 Km.
65240.41
-
95.8
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 Earth / Soil
42187.02
-
57
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. 900 mm dia
51.5
-
4630
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.
12.52
-
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. in cement sand mortar 1:6.
4.8
-
2785
R.R. stone pitching, hammer dressed with packing of voids from small stones including all leads & lifts, in required profile of (c) 45cm thickness in two layers (+/- 5% thickness tolerance)
3051
-
1336
Supplying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts.
3737.67
-
354
Spreading & Consolidation/compaction of quarry rubbish/spalls to required grade & camber by plain roller by manually watering
2744.82
-
47
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
774.23
-
206
Add extra over for above item for repairs to plaster including cutting the patch in a uniform shape, racking preparing surface of wall, including all leads of all construction materials complete in all respect.
528.37
-
20.6
Drilling holes of 35 mm diameter for anchor rods. Upto 1.50 m. depth
891.44
-
76
Labour Charges for Fixing of Anchor bars in neat cement grout including cost of cement and curing etc. complete.
543
-
146
Supply of Tor Steel anchor bars of reuired diameter, length and shape at site of complete work
8474.38
-
50
Demolishing of reinforced concrete including stacking of useable material and disposal of unuseable material within 50m lead inclusive of de-watering wherever required.
842.49
-
345
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.
4.32
-
3956
Making standard type cement gauge including engraving letter and painting including scaffolding etc.
55.64
-
304
Providing and fixing in position P.V.C. Pipe (IS: 4985 mark) Class-II (4 Kg/Cm2) approved quality/make including jointing the pipe with solvent cement rubber ring and lubricant. 110 mm dia
27
-
216
Dismentling Steel cylinder, R.C. Pipes etc. including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making in to blocks including stacking of pipes, within a lead of 50 meter of dia Above 600 mm dia
120
-
287
Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material wihtin 50 m lead inclusive of de-watering wherever required in cement mortar
362.97
-
151
Lip cutting & 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 whenever required and complete in all respect.
11484.26
-
19
Preparation and dressing of sub grade including removal of irregularities up to 7.5 cm in soil, Morrum mixed with pebbles, small boulders and highly weathered rock for (a) Bed
7797
-
7
Preparation and dressing of sub grade including removal of irregularities up to 7.5 cm in soil, Morrum mixed with pebbles, small boulders and highly weathered rock for (b) Side Slope
12661
-
9
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 crusher broken aggregate of maximum nominal size 20 mm confirming to IS-383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, water curing in bed and side slopes complete as per specification with all leads and lifts of construction material complete in all respect.
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-
-
In bed for 7.5 cm
12153.3
-
317
In side slope for 7.5 cm thick
6681.92
-
325
Extra charges for lining by paver as per specification complete.
-
-
-
In Bed
13714
-
63.4
In Side Slopes
9313
-
65
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
-
-
-
Longitudinal P.V.C. strips size 64 mm x 45 mm
4800
-
33
Transverse P.V.C. strips size 45 mm x 38 mm
5504
-
32
Providing weepholes in brick mansonry/ stone mansonry, plain / rainforcement concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending throught the full width of the structures with slope of 1 (V):20 (H) towards drawings face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
400
-
89
Providing and fixing MS round holding bolts with nuts and washer complete
675
-
68
Providing and fixing steel gate grating and grills made of angles, tees square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide ( 75x75x8mm) ISA 75 8 mm
1742.44
-
78
Grouting of drilled holes minimum 35 mm 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)
25.37
-
7407
Cement (in bags) 50 Kg in weight. As per IS 1489 and IS 8112 (excluding cost of empty begs).
507.35
-
300
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)
130
-
844
Side (610 mm x 610 mm x 975 mm)
97
-
933
Supplying & fixing in position true to line and level elastomeric neoprene bearings as per approved drawing and specifications conforming to IRC-83 (Part -II) 1987.
2587200
-
0.7
Prepration of old masonry surfaces before laying of further masonry or concrete over it by cleaning the surface and mortar joints with brushing and raking finally, washing by compressed air & water under pressure.
2784
-
92
Earth work in rough (borrow area) excavation for embankment 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 manually or by plain roller with initial lead of 250 m and lift up to 1.5m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect.
10740
-
11.6
Compaction of earth or highly weathered strata by mechanical equipment such as sheep foot roller pnemetric tired roller to obtain dry density of at least 98% of standard proctors density
10740
-
21
Watering of earth including cost of carriage of water when sourse of water is up to 1 km
10740
-
7.4
Cutting & clearance of jungle, bushes, shrubs Ankra / Ipomoea, Julicflora typna etc. on canal and bunds in dry/ moist/slushy conditions including disposal as per instructions of the Engineer in charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting.
7518
-
0.8
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