Command Area Development Authority Tender
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Costs
EMD
₹ 70,28,482Document Cost
₹ 15,000Tender Fee
₹ 2,500
Summary
Cement Concrete Lining Work By Paver Machine In Balance Reaches Between 57.50 Km To 65.20 Km
Description
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Contact
Tender Id
2024_CADKO_436415_1Tender No
Item No. 03 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 57.50 km to 65.20 km (2.56 Km. length) of RMC CAD Anta
BOQ Items
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Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness
1825.5
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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 including dressing of excavated area and dewatering wherever required complete in (b) Hard / dense soil
65715.56
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Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. (b)Hard rock not requiring blasting
1378.75
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Excavation for foundation of Dam in seams/faults and at other confined places nearer to Abutment, peir, wings etc. in hard rock by line drilling / rock breaker including dewatering, disposal, loading, unloading and dressing of excavated material within initial lead of 50m. and lift upto 1.5m complete in all respect.
771.9
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Drilling holes of 35 mm diameter for anchor rods( i) Upto 1.50 m depth
1761
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Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
1174
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Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
13559.7
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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 foundation including curing with all leads of all construction materials including curing etc. complete. (c) In cement sand mortar 1:5
1020
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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
584.9
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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
4526.11
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Flush or ruled pointing on stone masonry including racking of joints
and curing etc. complete including all leads of all construction
materials in mortar ratio.(a) In Cement sand mortar 1:3
28
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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
550
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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 and up to 750 m (½ Km)
26152.51
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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
26152.51
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Watering of earth including cost of carriage of water when source of water is (a) up to 1 Km
26152.51
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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
61855
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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
33012
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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
42980
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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
5168
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In slopes
3943.1
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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
64580
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(B) In side slope for 10 cm thick
45850
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Add extra over item no 16 to 19 for lining done by paver as per specifications complete
110430
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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.
44244.1
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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
8564.86
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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
540
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Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm
1680
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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
9944.7
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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.
13518.42
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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)
6000
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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)
177097.59
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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
703.65
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Providing and Laying in position of Cement concrete Design mix M25 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 420 kg/ cum of concrete 20 mm
2813.01
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Rs 175.00 per cum of concrete if computerised mobile transit mixer (i.e Fiori) is used.
13461.36
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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.
30818.2
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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)
13461.36
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Drilling 35 mm to 48 mm dia,holes in overburden hard soil compacted earth, morrumetc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressedair, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m depth
525
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Washing and open flushingof drilled holes by alternate jet of air and water under pressure prior to pressure washing and flushing or grout after stage grouting including cost of equipment, compressed air and etc.
105
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Normal pressure washing of drilled hole in stages in approve pattern for cleaning of clay, soil and other filler materials from the seamsand joints in the foundation rock by establishing connections under pressure with air &water including cost of equipment, accessories compressed air,water, labour, admixtures if any required etc. complete as per specification.
105
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Grouting of drilled holes minimum 35mm 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 wateretc.complete but excluding cost of cement,clay andchemicals(only dry weight of ingredients excluding chemicals tobe considered ) with aworking pressure upto 15 kg/Cm2 (Dry cement consumption)
78.75
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Conducting water intaketest in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete
210
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Cement OPC (inbags) 50Kg in weight. As per IS 1489 and IS 8112 (excluding cost of empty bags).
1650
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