Command Area Development Authority Tender
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Costs
EMD
₹ 1,82,81,243Document Cost
₹ 15,000Tender Fee
₹ 2,500
Summary
Cement Concrete Lining Work By Paver Machine In Balance Reaches Between 78.50 Km To
Description
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Contact
Tender Id
2025_CADKO_457311_1Tender No
Item No. 02 NIT No. 01 of 2025-26Tender Authority
Command Area Development Authority ViewPurchaser Address
-Website
http://http://cadaharyana.nic.in/
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Documents
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 including dressing of excavated area and dewatering wherever required complete in (b) Hard / dense soil
464613.8
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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
24174.76
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Final excavation by line drilling including removing of hard rock by wedging and barring and chiseling near final levels (only upto 0.3 m depth) without resorting to blasting including dewatering, disposal of excavated material within initial lead of 50m and lift of 1.5m complete in
31162.64
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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
1298.07
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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
340.47
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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)
42980.28
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with lead 3 km
28653.52
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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
71633.8
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Watering of earth including cost of carriage of water when source of water is (a) up to 1 Km
71633.8
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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 liningin 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.
295260
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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
150443.02
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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
518546.2
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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
51155.2
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In slopes
15387.26
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Providing and laying 75mm thick sand layer on side slope (over clays sub grade) duly stabilized with cement slurry (1:10) including all leads and lift of material.
150443.02
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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 .dd extra over item no 16 to 19 for lining done by paver as per specifications complete
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(A) In bed for 10 cm
502477.8
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(B) In side slope for 10 cm thick
194825.82
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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.
202211.34
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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;
2655.78
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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
3824.28
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Providing and Laying in position of Cement concrete Design mix M 20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1cement :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/ cumof concrete
3126.36
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Providing and Laying in position of Cement concrete Design mix M 25 including leads of all construction materials, plasticizers (if required), curing,compaction and finishing with renderingin cement sand morta r1:3 (1cement :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 (For mix design Cement content considered 420 kg/ cum of concrete
159.59
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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 1:4
69.37
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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.In cement sand mortar 1:4
196.6
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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.
1910.4
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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)
26910.6
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Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
722.9
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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)
95039.82
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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
8095.73
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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.
7685.4
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Extra labour charges for RCC due to obstructionin laying and placing the reinforced cement concrete due to reinforcement.(b)Columns, slabs, cantilevers projections staircases, lintels,beams, chajjas,Retainingwalls, piers abutments,galleries,archcovers, bed plates, sluice capstan bases etc.
4271.45
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Design, drawing, fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sill beams, vertical tracks, vertical seal tracks, sealing frame, guide tracks/rails, wall plates, seal seats, anchors, anchor girders, yoke girders, tie flats, trunnion supports, rope and pulley supports etc. and any required necessary item, with all accessories as per relevant IS code, for all type radial gates/ Vertical lift fix wheel type sluice and Canal gates/Stop log gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, tools and tackles, applying two coat of zinc rich epoxy primer to give dry film thickness of 70± 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150± 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., including packing & forwarding, transportation charges complete item, as per specifications and approved drawings. Head regulator gate size 0.90x0.90
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Head regulator gate size 0.90x0.90
0.6
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Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) 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. NP-3 (d) 300mm
7.5
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Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) 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. NP-3 (f) 600 mm
7.5
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Providing and Laying in position of Cement concrete Design mix M 15 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar1:3 (1cement :3coarse 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 (For mix design Cement content considered 320 kg/ cum of concrete)
985.5
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Drilling holes of 35 mm diameter for anchor rods (i) upto 1.5 m depth
4662
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Labour charges for fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
3108
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Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete
14731.92
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