Command Area Development Authority Tender
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Costs
EMD
₹ 24,09,632Document Cost
₹ 10,000Tender Fee
₹ 2,500
Summary
Remaining Work Of Palaitha Sub Branch
Description
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Contact
Tender Id
2024_CADKO_395942_1Bid Award Id
ViewTender No
Item No. 01 of NIT No. 01 of 2024-25Tender Authority
Command Area Development Authority ViewPurchaser Address
-Website
http://http://cadaharyana.nic.in/
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Documents
Remaining work of Balance work of Revamping and Rehabilitation work of Palaitha Sub Branch and its minors off taking from Km. 0 to 12.30 RMC CAD Kota
BOQ Items
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
2999.56
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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 (a) over 15 cms to 30 cms dia
330
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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.
39111.28
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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 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 (Excluding charges for compaction & watering) including loading and unloading whereever required complete in all respect.
(a) with intial lead of 250 m
8229.81
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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.
10025.7
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Add extra over item no. 8 ( item no. 20 (b) of BSR) compaction of earthwork by mechanically operated vibro compactor.
10025.7
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Add extra charges of watering of earth when source of water is beyond 250 m but upto 1 km.
10025.7
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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.
57.52
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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.
409.55
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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
9864.7
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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)
18.7
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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.
41456.21
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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.
66976.83
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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
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In bed
9404.82
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In Slope
10540.29
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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
-
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Transverse P.V.C. strips size 45 mm x 38 mm
10770.63
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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. (curring for bed & side slopes must be done by Water Only
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In Bed for 7.5 cm thickness
46394.43
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In Side Slopes 7.5 cm thick
29830.47
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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
12532.65
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In Side Slopes 7.5 cm thick
21356.13
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Providing and laying under drainage below canal lining 610 mm* 610 mm *975 mm with preforated PVC housing pipe for the pressure relief valve (PRV) should be 90 mm dia. 750 mm long for sides 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.
448
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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.
107747.61
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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)
106.21
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Centring and shuttering for slabs, beams,lintels,columns,trough with or without caps and base including proping and remove.
1599.39
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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.
58937.96
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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)
51878.66
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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.
4719.59
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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.
1906.98
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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.
3795.68
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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 crushed broken stone aggregate of maximum size upto 20 mm.
377.59
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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)
231.25
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Extra charges for using mobile transit mixture.
6575.37
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Extra charges for using suitable admixtures..
4522.36
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Extra charges for complete weigh batching and mixing plant.
6575.37
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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
5192.06
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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)
1401.14
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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
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600 mm dia
177.5
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225 mm dia
1.5
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150 mm dia
280.3
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Providing bitumen joint filter sheet confirming to IS: 1838-1983, 20mm thick
87.73
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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 varying from 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.
50154.24
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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 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.
11.88
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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)
49
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Making standard type cement gauge including engraving letter and painting including scaffolding etc.
13.82
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Demolishing of reinforced concrete including stacking of useable material and disposal of unuseable material within 50m lead inclusive of de-watering wherever required
120.37
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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.
22578.28
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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.
48175.66
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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 +/- 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.
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Discharge in cusec upto 3 cusec
2
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Discharge in cusec upto 4 cusec
2
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Discharge in cusec upto 6 cusec
3
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Discharge in cusec upto 8 cusec
2
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Discharge in cusec up to 10 cusec
1
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Painting standard type gauge with black, red and white washable paints including cost of material
1.2
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Providing and laying CNS (Cohen-sive nonswelling) layer below PCC block /c.c 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 lead and lifts of all ingredients, mixing homogeneously by suitable method, laying in layers of 15-20 cm watering and compaction by mechanical vibro compractor to achieve a density of 98% of standard proctor's denisty including dewatering wherever necessary and complete as per Technical specification.Ingrediants of CNS layer are (i) Clay 20 % (ii) Silt 35 % (iii) Sand 40 % (iv) gravel 5 %
2.19
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