Command Area Development Authority Tender
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Costs
EMD
₹ 2,10,60,842Document Cost
₹ 15,000Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2024_CADKO_436382_1Tender No
Item No. 01 of NIT No. 02 of 2024-25Tender Authority
Command Area Development Authority ViewPurchaser Address
-Website
http://http://cadaharyana.nic.in/
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Documents
Cement Concrete Lining work by Paver Machine in balance reaches between 17.00 km to 39.50 km (11.10 km length) in Chambal Right Main Canal CAD Kota
BOQ Items
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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in including dressing of excavated area, dewatering wherever required complete in all respect . Hard / dense soil
588699.14
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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 laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass,pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.
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(b)With lead beyond 250 m and up to 750 m (½ Km)
27802.18
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( C) Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 5 km
2736.97
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( D) (d) Add extra beyond 5km for each subsequent km. or part there-of.
14647.12
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Watering of earth including cost of carriage of water when source of water is up to 1 km
45186.26
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Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. at least 98% of Standard Proctor's density
45186.26
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Providing and laying CNS (Cohesive non swelling) seclected soil (from any source including private fileds) and laying in layers below PCC block / CC lining in layers of 15-20 cm watering and compaction to achieve a density of 95 % of standard proctor's density including all lead & lift, dewatering whenever necessary and complete as per technical specifications.Thickness of and specification of CNS should confirm to IS:9451 latest revision
635147.14
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Lip cutting and 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 wherever required, and complete in all respect
220890
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Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for (a) Bed
645340
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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 up to 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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(a) in bed
142234
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(b) in side slope
20357.4
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Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work.
866230
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Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming 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, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness.
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(a) In bed for 10 cm
645340
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Add extra over item no 16 to 19 for lining done by paver as per specifications complete
645340
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Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming 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, complete as per specification with all leads and lifts of construction material complete for canal side of thickness.
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(a) In side slope for 10 cm thick
220890
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Add extra over item no 16 to 19 for lining done by paver as per specifications complete
220890
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Filling of construction joints with Bitumen based sealing compound lining in the grove as per IS made by cutter upto the 1/3 depth of concrete lining as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect.
431725.44
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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)
29970
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Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 20 mm
4995
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