Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date12 Jul 2024
Closing Date22 Jul 2024
Tender Amount₹ 13,85,000 
Notes
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Description

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BOQ Items

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Class M-150 Brick work in 1:4 Cement and coarse sand of 1.25FM.morter in Super structure I/C all complete as per SI NO.(305,b)

35.04

196218

5600

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12mm Thick Plastering in 1:3 Cement and Coarse sand morter over plain surface I/C all complete as per SI No.583

255

48450

190

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C.C.Work in 1:2:4 cement coarse sand &20 MM stone grit in sill band, lintel band,sun shade I/C all Complete as per SI.NO.279b

21.52

181807

8450

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Fabrication & supply of angle iron or T-Iron door / window chaukhat frame,record racks etc.I/C cost of steel all carriage,welding,cutting,labour,smooth finishing staple plate 6 mm thick welded in back plain of hinges I/C all Complete as per SI 503 (40x40x6 or 35x35x5 ) si no 503

18.17

135375

7450

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three coat Painting over M.S.work with approved paint I/C all complete as per NS.641&642

309.6

32198

104

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Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.(CPWD 16.18.1 With G.I. barbed wire)

900

14619

16.24

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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. 16.70.1 Made of G.I. wire of dia 4 mm

465

347858

748.08

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M.S. OR Iron Work in plain work such as R.C.C./R,B. work as per S.I.No.504

7.79

47512

6100

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R.C.C.Work in 1:1.5:3 cement coarse sand &20 MM stone grit in Coloumn of Gate FOOTING I/C all Complete as per SI.NO.289

2.45

25735

10500

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R.C.C.Work in 1:2:4 cement coarse sand & 20 MM stone grit in Lighter Beam I/C all Complete as per SI.NO.285

5.39

53596

9950

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R.C.C.Work in 1:2:4cement coarse sand & 20 MM stone grit in Slab I/C all Complete as per SI.NO.284

1.47

14571

9900

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EARTH WORK IN FILLING WITH MATERIAL OBTAINED FROM BORROW PIT WITH A LIFT 1.5 M FROM TRANS PORTING TO SITE FROM A LEAD OF 1 KM & SPERADING AND GRADING TO REQUIRED SLOP AND CPMPACTION TO MEET REQUIREDMENT OF TABEL 300.1 AND 300.2 AS PER TECHNICAL SPECIFICATION CLASS 301. 5 (MORD IN NO3.4 )UP TO AREA 97% DENISITY

23.63

4654

197

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LAYING BRICKS SOLING WITH STRAIGHT OVER BURNT (S.O.B.) AND DRY INCLUDING PREPARATION OF SUBGRADE TO PRESCRIBED TO CAMBER AND FILLING OF SLOPE , CAMBAR,FILLING JOINTS WITH LOCAL EARTH SPREADING A BINDING COAT OF 1.0 CM DEPTH OF LOCAL EARTH OR SAND OVER THE ENTIRE SURFACE ETC SI NO 615

39.06

18631

477

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S/F OF SIGN BOARD& PHOTOGRAPHY

1

5200

5200



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