Command Area Development Authority Tender
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Costs
EMD
₹ 3,15,760Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CADKO_437094_12Tender No
EE OFD DIV-II RMC CAD KOTA NITNO1-2024-25Tender Authority
Command Area Development Authority ViewPurchaser Address
-Website
http://http://cadaharyana.nic.in/
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Documents
BOQ Items
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18.8 Dag belling
18.8.2 Over 7.5 cm to 10 cm deep
11358.4
12
136300.8
... More
18.1 Cutting and clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting.
18.1.1 Ordinary
23000
1
33350
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Scrapping of grass and shrubs
37320
5
208992
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Ploughing and picking of surface of old embankment
3732
4
17167.2
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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 Proctors density with initial lift of 1.5m (Excluding charges for compaction and watering) including
loading and un-loading wherever required complete in all respect.
(a) With initial lead of 250 m
5.17.2 Deduct in item no 5.16.1 to 5.16.4 above if Standard Proctors density to be achieved is at least 90%
7557.3
109
823745.7
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Compaction of earth or highly weathered strata
(a) By manually or plain roller. (density 90% of Proctor)
7557.3
25
188932.5
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Watering of earth including cost of carriage of water when source of water is
(a) up to 1 Km
7557.3
12
95221.98
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Taking fly levels of different spots as per requirement of site/instruction by Engineer incharge between water courses/Field channel and field drains to check low and high profile in the terraces and to maintain the individual Khasra work progress in record while doing operation of land shaping with TS/DGPS instrument and prepare and submit cutting/filling quantities calculation sheet on design profile plan including providing in hard and soft copy complete in all respect. (only for OFD works under CMA 2023-24)(As per CE (East) and Adll. Secretary CAD Jaipur letter No.4458 dated 05.01.2024)
217
237
51429
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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 all respect
(b)Hard / dense soil
55543.01
95
5276585.95
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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 all respect
(a) Soft/Loose soil
4257.41
92
391681.72
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Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect
(b) Not exceeding 20 cm
14604
8
118292.4
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Providing and laying 75mm thick sand layer in bed (over clays sub grade) duly stabilized with cement slurry (1:20) including all leads and lift of material.
3061.73
191
584790.43
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9.9 Providing and Laying in position of Cement concrete Nominal mix (1:4:8) 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
9.9.4 20 mm
44.79
4766
213469.14
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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.
(d) In cement sand mortar 1:6
141.63
4243
600936.09
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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
106.85
149
15920.65
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18.17 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:
18.17.1 75 mm
54.72
480
26265.6
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10.1 Side shuttering including propping etc. complete (to achieve finish F 2 for 10.1.1 Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid mass concrete)
5134.62
160
821539.2
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9.7 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
9.7.4 20 mm
825.96
5703
4710449.88
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10.9.2 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.
10.9.2.2 Tor or ribbed bars (IS :1786)
16.04
89
1427.56
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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 and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 600mm ( Excluding Labour Charges ) NP-3 18.28.6.4 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 and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 600mm (Labour Charges only)
90
3329
299610
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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 and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 300mm ( Excluding Labour Charges ) NP-3 18.28.4.4 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 and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 300 mm (Labour Charges only)
52.5
1191
62527.5
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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 and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 150mm ( Excluding Labour Charges ) NP-2 18.28.1.4 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 and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 150mm (Labour Charges only)
1764
500
882000
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Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of dewatering wherever required and all applicable taxes and levies etc.
complete in all respect
(a) Earth / Soil Cum
1571.57
88
138298.16
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