Command Area Development Authority Tender
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Costs
EMD
₹ 1,28,76,337Document Cost
₹ 15,000Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2024_CADKO_436424_1Tender No
Item No. 04 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 65.20 km to 78.50 km (7.05 Km. length) of RMC CAD Anta
BOQ Items
Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in (b) Hard / dense soil
212102.41
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Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for superstructure including curing with all leads of all construction materials including curing etc. complete. (a) In cement sand mortar 1:5 for profile wall Masonry work in superstructure
756
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R.R. stone Masonry Kharanja with proper packing of chipping stones using hammer as per IS specification (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including all leads of all construction materials, curing etc. complete in 1: 6 Cement Mortar
3312
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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: (b) 50 mm
288
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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 .(b) With lead beyond 250 m
119094.02
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(c) Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 4750 km
77964.8
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Compaction of earth or highly weathered strata (b) 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.(ii) at least 98% of Standard Proctor's density
119094.02
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Watering of earth including cost of carriage of water when source of water is (a) up to 1 Km
119094.02
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Providing and layingCNS (Cohesive non swelling) seclected soil (fromanysource includingprivatefileds)andlayinginlayersbelow PCCblock/CClininginlayersof15-20cmwateringandcompaction toachieveadensityof95%ofstandardproctor'sdensityincludingall lead& lift, dewateringwhenever necessary and complete as per technical specifications.ThicknessofandspecificationofCNSshould confirm to IS:9451 latest revision
317899.6
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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
130241.51
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Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soft rock & similar type of strata for (b) bed
332667
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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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In bed
44221
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In slopes
13865.04
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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
322461
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(B) In side slope for 10 cm thick
126390.11
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Add extra over item no 16 to 19 for lining done by paver as per specifications complete
448851.11
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(B)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.
257309.46
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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;
3912.18
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Providing and Laying in position of Cement concrete Nominal mix (1:2:4) 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
2556.54
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Providing and Laying in position of Cement concrete Design mix M15 including leads of all construction materials, plasticizers (if required), 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; (For mix design Cement content considered 320 kg/ cum of concrete
1123.2
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Side shuttering including propping etc. complete (to achieve finish F 2
for :Retaining wall, counterfort, abutment, wing walls up stream or downstream slope facings of dams and open faces of construction joints etc.
3074.16
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Side shuttering including propping etc. complete (to achieve finish F 2 for :(A) Block joints of foundation stilling basins buckets, aprons etc. (non - suspended horizontally laid mass concrete)
17043.6
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Supplying of M.S. 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. (ii)Tor or ribbed bars (IS :1786)
89863.66
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Providing and Laying in position of Cement concrete Design mix M20 including leads of all construction materials, plasticizers (if required), 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; (For mix design Cement content considered 400 kg/ cum of concrete) 20 mm
1711.56
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Add extra with the permission of Superintending Engineer,2. Rs 175.00 per cum of concrete if computerised mobile transit mixer (i.e Fiori) is used.
2834.76
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37 mm thick shotcrete by wet mix process, applied with compressed air gun after chipping of defective concrete / masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50 mm x 50 mm in ONE layer with anchors / clamps. After racking the joints clean the surface thoroughy by wet sand blasting apply 15 mm cement concrete (1:2:1) by pressure gun and after hardening of first layer, anchor welded wire mesh, apply 22 mm thick cement concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS:9012 respectively.
14211
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Extra labour charges for RCC due to 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)
1711.56
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