Command Area Development Authority Tender

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Command Area Development Authority - CADA Tender

Works
Eprocure
Opening Date21 Jun 2020
Closing Date1 Jul 2020
Tender Amount₹ 21,00,000 
Notes
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Costs

  • EMD

    ₹ 42,000
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 500

Description

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BOQ Items

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DO_NOT_SHOW

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Add extra for each subsequent lead of 500m or part, there of beyond ½ Km and up to 3 km

3438.75

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37.5

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Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)

6177

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20

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Watering of earth including cost of carriage of water when source of water is up to 1 Km

6177

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9.1

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Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. (b) In cement mortar

178.31

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416

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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 (d) 20mm.

19.75

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4574

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R.R. stone masonry (using R.R. stones where 75% stones to be not less than 15cm 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 In cement sand mortar (1:4)

108.62

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3650

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R.R. stone masonry (using R.R. stones where 75% stones to be not less than 15cm in size in any direction and weighing not less than 23 kg) for super structures including curing with all leads of all construction materials including curing etc.complete In cement sand mortar (1:4)

15.04

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3830

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Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: (b) 20 mm

119.93

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252

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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: (a) 75 mm

35.51

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420

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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 Cement sand mortar (1:3).

477.05

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123

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R.R. stone Masonry Kharanja with proper packing of chipping stones using hammer as per I.S. specifications (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 including curing etc. complete in 1:6 Cement Mortar.

102

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3426

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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 :

-

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-

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BED

18.34

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7.6

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Side slopes

110.04

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10

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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.

128.38

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2

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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. (a) 10 cm.

24

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550

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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. (a) 10 cm

110.04

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596

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Side shuttering including propping etc. complete (to achieve finish F 2 for : Block joints of foundation stilling basins buckets, aprons etc. ( non -suspended horizontally laid mass concrete)

3.9

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127

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Providing, laying and fixing in position RCC spun or Hume pipe (ISI :458-2003) with collars 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. (a) 300mm NP-3

5

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696



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