Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date13 Dec 2024
Closing Date20 Dec 2024
Tender Amount₹ 15,04,000 
Notes
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Costs

Description

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BOQ Items

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M-150 B/W with 1:4 cement and C.sand mortar in foumdation plingth i/c supply of all materials tools and plant etc required for proper completion of work AS per SINo. 305(a)

22.63

5170

116997.1

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R.C.C work with cement approved coarse and 2 cm guage approved stone grit in proprtion of 1:2:4 in Plinth bend, and little of doors and window excluding supply of reinforcement and its bending , but i/c its fixing and binding the same with 24 B.W.G.G.I binding wire and i/c necessary centring and shuttering etc and supply of all material,labour tools and plant, required for proper completion of work i/c cost of binding wire As per SI NO. 283

3.69

8190

30221.1

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E/W in felling by ordinary soil i/c lead 3km from site i/c all copmplete of work.

56.12

164

9203.68

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M-150 B/W with 1:4 cement and coarse sand mortar in foumdation plingth i/c supply of all materials tools and plant etc required for proper completion of work AS per SINo. 305 (a)+309+310

6.49

5930

38485.7

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R.C.C. Work with cement, approvd coarse sand 2 cm guage approved stone grit in proportion 1:2:4 in slab excluding in supply of reinforcement and its bending, including its fixing and binding the same with 24 B.W.G.G.I binding wire and i/c necessary centring and shuttering etc and supply of all material,labour tools and plant, required for proper completion of work i/c cost of binding wire As per SI NO. 288

4.77

8850

42214.5

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12 mm thick monolithick plaster with 1:3 cement & coarse sand mortar over roof i/c all labour material T&P all comp at site. As pe Si no-583

48.98

210

10285.8

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12 mm plaster with 1:4 cement and coarse sand mortar i/c all labour material T& P all comp at site AS Per SL NO. 584(a)

55.65

200

11130

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Adde extra labour and matrial for ruf surface palaster as per S.I. No. 596

27.5

25

687.5

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M.S - Iron (tor steel or plain) work in plain work such as R.C.C or R.B work i/c bending for proper shape and l/c supply of steel and its wastage, bend,hooks and authorised over lapping shall be measured and l/c cost of binding wire As per SI NO.- 504

15.46

7500

115950

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Finishing wall with water proofing cement paint of approved make and quality with 3 coats to give and even shade i/c supply of all material, labour tool and plant etc copm at site As per S.I. NO. 660+661

64.47

95

6124.65

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Distempring with oil bond distemper 3 coats of approved brand manufacture and required shade on undercorated walls surface to give and even shade over and i/c one primming coat of cement primer of approved brand and burger, shalimar or saian paint after throughly brushing surface even with plaster of parris putty or approved synthatic material and prepared smooth and even.i/c all labour, material, tools and plant etc for proper completion of work. As per S.I NO. 649+650

49.05

90

4414.5

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Earth work in cutting or in embankment in Ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slops & also including 1.5 m lift & 30 m lead. The earth from cutting to be used in making embankement or o be deposited as spoil banks with in 30 m distance as per direction of engineer incharge SI NO - 253(a) & 260

114

100

11400

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Brick soling with straight over brunt bricks laid BOE and dry with bricks edging on both side including preparation of subgrade to prescribed camber and including supply of bricks filling joints with local earth of P.I 5 to 7 , spreading a blinding coat 1 cm (3/8") depth of local earth over the entire surface and including labour T&P etc.required for proper completion of the work. [S.I.No.762 B]

1269

475

602775

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Providing & laying P.C.C work in 1:2:4 Cement, c/ sand, and 20 mm stone grit including supply of all materials, labour , T & P etc. As per S.I.No 279(a)

3

7050

21150

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Earth work in cutting or in embankment in Ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slops & also including 1.5 m lift & 30 m lead. The earth from cutting to be used in making embankement or o be deposited as spoil banks with in 30 m distance as per direction of engineer incharge SI NO - 253(a)

1581

100

158100

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P/L RCC Hume pipe of 350m dia i/c all Matiral labour T&P etc all comp. of work at site.

15

2260

33900

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Supply & Fixing of Informatory Sign board at site including letter, writing, painting etc all comp at site.

1

5000

5000

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Add for 18% GST

1274530.03

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229415.41



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