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₹ 69,50,000 
Notes
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Costs

  • EMD

    ₹ 1,39,000
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 1,000

Description

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BOQ Items

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Earth work in rough (borrow area) excavation for embankment 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 manually or by plain roller with initial lead of 250 m and lift up to 1.5m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect.

8423.75

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83

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

8423.75

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20

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

8423.75

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9.1

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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 highly weathered rock for

4575

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10

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Extra charges for water spray by nozzie on subgrade of canal including bed and side slopes before laying plain concrete for linning work.

4575

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2

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Providing and laying cast in situ concrete sleeper 15 cm x7.5 cm in cement concrere (1:3:6) with maximum size of crusher stone aggregare up to 20 mm well graded including all lead of all construction materials including curing,finishing and form work etc. complete as per specification. (b) In sides

337.5

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55

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Cement concrete mix (1:3:6) M-10 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size up to 20mm.

242.46

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4134

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Providingand layingcast in situ plain cement concrete lining ofnominal mix (1:2:4) with upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads ofall construction materials including rendering and curing etc. complete for canal side lining of thickness.(To be used with prior permission of Engineer in Charge) 10 CM THICK

4575

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734.6

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Random Rubble stone masonry (Using R.R. stpmes where 75% stones to be not less than 15 cm in size in any derectionand weighing not less then 23 kg) For Foundation and plinth including all leads of alll consturction materials includingcuring etc. complete in cement sandmortar (1:6).

2.7

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3370

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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.) including curing all leads of all construction materials including curing etc. complete. (d) cement sand mortar 1:6. (13-a) for Masonry work in superstructure for Dam and other works.

5.4

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3550

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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: 75 mm

9

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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)

24

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123

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side shutting including proping etc complete (to achieve finish F2) for Block joints of foundation stillin basins. Buckets aprons etc. (Non suspended horizontally laid mass concrete)

915

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127

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Supplying of M.S. reionforcement 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.Tor or ribbed bars (IS :1786-1985) . 8 mm dia.spacing 30 cm c/c

12049.47

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72

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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.

1890

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197



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