Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date17 Feb 2025
Closing Soon24 Feb 2025
Tender Amount₹ 21,18,000 
Notes
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Costs

Description

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BOQ Items

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R.C.C. work in 1:1½:3 cement, coarse sand and 20mm gauge stone grit including all complete but for T beam roof and column etc. (chapter no. 5 as S.I. No. 288 (1))

5.72

10070

57600.4

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Class-150 brick work in 1:4 cement & fine sand mortar in foundation and plinth I/c all complete as chapter 6 as S.I. No. 305

10.62

5650

60003

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2.5 cm thick D.P.C. with cement, coarse sand & 10mm graded stone grit in 1:1½:3 with damp proof agent I/c all complete as directed by engineer in charge as chapter 7 as SI No. 361

24.18

315

7616.7

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Class-150 brick work in 1:6 cement & fine sand mortar in superstructure for wall of one brick thick I/c all complete etc. (chapter 6 as S.I. No. 303+309+310)

52.79

6098

321913.42

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R.C.C. work in 1:1½:3 cement, coarse sand and 20mm gauge stone grit including all complete for lintel of door & windows etc chapter 5 as S.I. No. 283 (i)

10.25

8370

85792.5

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R.C.C. work in 1:1½:3 cement, coarse sand and 20mm gauge stone grit including all complete for but for slab as chapter 5 as S.I. No. 284(1)

20.24

8800

178112

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Mild steel or iorm work in plain work such as R.C.C work R.c.c work ( when no included overall rates ) I/C wrought to required shape as necessary including bending e.tc all Complete S.I.NO 504

46.27

6240

288724.8

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M.S. or iron work for angle iron Door, window ventilation frame made approved M.S. angle iron wroght to required and I/c with penal 16 gauge sheet i/c all complete as directed by engineer in charge etc. (chapter 10 / new item no.2)

1360

93

126888

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Plaster 12mm thick with cement, fine sand mortar in proportion of 1:6 in fair side of wall I/c all complete as directed by engineer in charge etc. (chapter 13 as SI no 17.58 (iii))

407.43

141

57447.63

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Plaster 15 mm thick with cement, fine sand mortar in proportion of 1:6 in rough side of wall I/c all complete as directed by engineer in charge etc. (chapter 13 as SI no 17.59 (iii))

219.17

178

39012.26

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Earth work in filling in sub grade in plinth ,earth transported from 1.00 km distance & mechanically compacting with iron hammer I/c all materials, labour , T&P ,royalty, all taxes etc. require

99.7

177

17646.9

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Local Sand filling in foundation or plinth I/c all complete with local sand I/c all complete as directed by engineer in charge as chapter 4 SI No. 255

14.5

1810

26245

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Cement Concrete with 40 mm gauge Stone ballast ,approved coarse sand and cement in proportion of 8:4:1 I/c all required for proper completion of work as directed by engineer in charge I/c all complete as chapter 5 SI No. 275

14.5

5190

75255

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Providing & Laying of 8 to 10 mm thick lvory or light shade vitrified tiles of 600 mm X 600 mm size in flooring or skirting laid with 1:3 cement mortar (1 Cement : 3 coarse sand) finishing with cement slurry & with pigment grouting & polishing etc complete (chapter 14 SI No. New item no.-2)

129.48

1937

250802.76

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Providing & Laying of 5 mm thick china white glazed tiles in flooring ,dado or skirting with 1:3 cement , coarse sand and polishing I/c all complete but when Nitco or equvalent quality of tiles with mosiac work as directed by engineer in charge as chapter 14 SI No. 628

35.09

1002

35160.18

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25 mm cement concrete flooring 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate os size 12.5 mm and below) by laid over base concrete finished with floating coa of neat cement ( base concrete to be paid separetely) including fixing of glass strips. (chapter 14 SI No. 14.69)

23.47

252

5914.44

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Finishing of wall with water proof cement paint of approved make and quality on new work with two coat for each coat of water proof cement paint after the first coat to give an even shade I/c all complete as directed by engineer in charge chapter 15 SI No. 660+661

219.17

78

17095.26

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One priming coat & one coat oil distemper on new work for every coat after the first coat including supply of all materials, labour and T&P etc. (chapter 15 SI No. 649+650)

543.08

73

39644.84

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Provinding and applying putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete

762.25

125

95281.25

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Painting or varnishing on new work with one coat of mixed primer and one coat of superior quality paint or varnish I/c all complete as directed by engineer in charge as of chapter 15 SI No. 641+642

87.75

99

8687.25

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Light point one way

14

643

9002

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Ceiling fan points

11

708

7788

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Plugs points

15

335

5025

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2.50 sq mm P.V.C cooper two wire submain

180

133

23940

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10 sq mm P.V.C cooper two wire submain As per market Rate estimating Purposes

180

46

8280

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S/F of power plug 15 A /240V with flush tyep swich including M.s Box sink in the wall complete in all respect

2

340

680

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Supply AND fixing of 6A tO 32A MCB (Cat A)

5

260

1300

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supply and fixing MCB box 4 way with all fitting

2

2890

5780

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supply and fixing of 1x22 Led T/L fitting with Complete in all respect (Cat-AAA)

20

1190

23800

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Supply of 1200 mm dia Cielling fan make usha crompltan Isi marked (As per market Rate )

11

1800

19800

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Supply and fixing of 300 mm fresh air fan issi

2

1800

3600

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Supply of Fixing of elactronic fan dimmer 300/400V IsI marked on the Existing Switch Board

11

218

2398

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Erection and testing fan and regulatoretc excluding Supply of down rod complete in all respect

11

80

880

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Supply and fixing of batten /angle holder complete in all respect.

20

60

1200

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supply and fixing of fan box complete in all respect

11

150

1650

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Led Steert light fiting 32W CaT AA

2

2590

5180

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Supply and fixing of 9 w Led bulb Fitting with complete in all respect

20

180

3600

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सामग्री भण्डारम स्थल से हैणडपम्म मशीन 110 एंम एम पी .वी.सी पाइप एम जी आई पाइप आदि कार्य स्थल तक ले आना (कार्य स्थल की सामग्री भण्डारण स्थलससे दूरी के अनुसार )

1

1760

1760

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हैण्डपम्म अधिष्ठापन कार्य हेतु आवश्यकता सामग्री की निम्नानुसार आपूर्ति (i) हैण्ड पंम्प मशीन कम्पलीट

1

5495

5495

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(ii) 110 एम एम पी.वी.सी पाइप 6 किग्रा /सेमी0(60 प्रतिशत)

36

175

6300

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(iv)110 एम एम पी.वी.सी पाइप 8 किग्रा /सेमी0(30 प्रतिशत)

18

240

4320

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(v)110 एम एम पी.वी.सी पाइप 10 किग्रा /सेमी0(30 प्रतिशत)

6

285

1710

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(vi)32 एम एम मीडियम क्वालिटी का जी आई पाइप

30

161

4830

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पाम एण्ड प्रेशर विधि द्वारा छिद्रण कार्य यन्त्र/संयत्र का किराया गढढे को खोदने तथा तिपाई सीढ़ी आदि खड़ा करने का कार्य

1

737

737

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पाम एण्ड प्रेशर विधि 150.00 एम एम व्यास के सख्त एंव कंकर मिश्रित मिट्टी मे द्वारा छिद्रण कार्य । 00-15 mt

15

465

6975

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15-30 mt

15

523

7845

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30-45 mt

15

639

9585

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45-60 mt

15

813

12195

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पी.वी.सी पाइप (110 एम.एम ) एसेम्बली छिद्रित बोर मे लोआर करना । 00-15 mt

15

20

311.85

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15-30 mt

15

22

333.45

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30-45 mt

15

23

356.7

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45-60 mt

15

23

356.7

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कोर्स सैण्ड की आपूर्ति एंव इसे छिद्रित बोर तथा ब्लाइण्ड पाईप के बीच की जगह मे चारा ओर डालना ।

1

305

305.25

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इण्डिया मार्क II हैण्डपम्पो को जी आई पाइप एंव कनेक्टिग राँड के साथ अधिष्ठापित करना ।

1

1155

1155

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हैण्डपम्म अधिष्ठापन के बाद हैण्डपम्प का इंजीनियर इन्चार्ज की संतुष्टि तक विकास कार्य ।

1

721

721

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विकास कार्य केबाद डिस्फेक्शन कार्य सामग्री सहित

1

198

198.44

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अ-प्री कास्ट प्लेटफार्म की आपूर्ति।

1

1980

1980

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ब- प्री कास्ट नाली की आपूर्ति।

1

370

370

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अ-प्री कास्ट प्लेटफार्म फिक्स करना

1

2373

2373

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ब- प्री कास्ट नाली को फिकस करना ।

1

170

170

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इम्बोसिंग कार्य

1

124

124.54

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जल परीक्षण कार्य ।

1

392

392



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