Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Eprocure

Opening Date

12 Apr 2021

Closing Date

18 May 2021

Tender Amount

₹ 1,65,65,000 
Notes
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Costs

Description

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BOQ Items

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Construction of granular sub-base by providing well graded Material, Spreeding in Uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

726.11

-

2017.35

... More
Brick edging on both side of road with first class brick 8cm wide,12cm deep laid with mud mortar i/c all labour,materials ,T&P etc all complete as per s.i. no 765

2.95

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74000

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Providing and laying WBM grade with 45-63 mm apporved quality SB in 7.50 cm thicknessconsolidating by road roller using stone dust/mooram for blinding materials/screening materialmacking medhi ,including roller including all materrial,labour,T&P complete as per Technical Specification Clause 405

829.69

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2750.1

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Providing and laying WBM grade with22.4-53 mm apporved quality SB in 7.50 cm thicknessconsolidating by road roller using stone dust/mooram for blinding materials/screening materialmacking medhi ,including roller including all materrial,labour,T&P complete as per Technical Specification Clause 405 ii.

829.69

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2787.64

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providing and laying prime coat bitumen emulsion (SS-1) on prepaired surface of grangular base including cleanning of road surface and primer at the rate of .085 km /sqm using mechanical means as per technical specification clause 502 (including cost of bitumen)

11062.5

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40

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providing and layinig tack coat with bitumen emulsion using emulsion distributer at the rate of 0.25on the prepared grangular surface treated with primer &cleaned clause 503 (including cost of bitumen)

11062.5

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12.78

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providing and layinig and rolling of open graded premix carpet of 20 mm thickness composed of 13.20 mm to 11.20 mm aggregates either using penetration grade bitumen or to required line ,grade bitumen &level to serve as wearig course on previously prepared base including mixing in a sutaible plant,laying and rolling with a three wheel 80 -100 kn static roller capacity ,finished to required level and grdes as per technical specification clause 508 (including cost of bitumen)

11062.5

-

150.66

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providing and laying seal coat the voids in a bitumenous surface to specification levels grade &cross fall using type B as per technical specifiction clause 510 (including cost of bitumen)

11062.5

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50.1

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

10418.2

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103

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Const.of retaining wall all complete work

-

-

-

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E/w in excavation in foundation in in kancar mix soil /bc soil including lead up to 30.00 m and lift 1.50m and all labour material and T&P etc. as per SI. No. 251

444.66

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110

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Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

88.93

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5070

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R.C.R with cement and coarse sand mortar in proportion of 1:4 respectively in foundation including cost of all material, labour, T&P etc. required for proper completion of work.

397.97

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3350

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R.C.R with cement and coarse sand mortar in proportion of 1:3respectively for s/s including cost of all material, labour, T&P etc. required for proper completion of work.

666.99

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3450

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C.C.with M-20 (1:2:4) cment,coarse sand & 20mm size stone aggregate including s/o all material labour T&P etc required for proper completion of the work as per si no. 279A

5.56

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6050

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Struck pointing work in 1:2 cement C/Sand mortar all complete.

666.99

-

140

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Const.of 600 mm dia hume pipe puliya all complete work

-

-

-

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E/w in excavation in foundation in in kancar mix soil /bc soil including lead up to 30.00 m and lift 1.50m and all labour material and T&P etc. as per SI. No. 251

83.08

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110

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Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

8.54

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5070

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S/O 600 mm 7.5 R/M at site all complete

15

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1794

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P/L , fixing, jointing 600 mm 7,5 R/M As Per SOR Sr No.30 NS5(A) (iii)

4

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400

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R.C.R with cement and coarse sand mortar in proportion of 1:4 respectively in foundation including cost of all material, labour, T&P etc. required for proper completion of work.

22.72

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3350

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Struck pointing work in 1:2 cement C/Sand mortar all complete.

60.08

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140

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12 mm thick plaster with cement morter in porportion of 1:4 cement and sand of 1.25 F.M. over brick work minimum thickness not be less than 10 mm including supply of all materials, labour and T&P etc. required for proper completion of the work as per SOR No. 584

6.4

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137

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Const.of CC Road all complete work

-

-

-

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E/w in excavation in foundation in ordinary soil including lead up to 30.00 m and lift 1.50m and all labour material and T&P etc. as per SI. No. 251

75

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110

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Cement concrete with 40 mm guage stone ballast, coarse sand and cement in proportion of 8:4:1 in foundation and under C.C. including supply of all material , labour and T&P etc required for proper completion of word as per SI. No. 281.

18.75

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4450

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RCR Stone Masonry work in cement morter in foundation complete as per drawing and techanical Specification Clauses 702,704

80

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3350

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Construction of granular sub-base by providing ready mix material spreading in uniform layers with motor grader on prepared surface and compacted with 80-100 KN Smooth wheel static rollar to achieve the desired density at OMC complete as per Technical specification Clause 401.

11.06

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2017.35

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Providing, laying, spreading and compacting stone aggregates of 63 mm to 45 mm sizes to water bound macadam (WBM II) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

55.31

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2750.1

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12 mm cement plaster in 1:4 cement & C/ sand in single coat on fail side of single or half brick wall for interior plastering including arises, interior rounded angles cambers and rounded angles not exceedng 80mm in grith and finish even and smooth

150

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137

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Laying of C.C. Road slab consisting of 1:2:4 with cement c/sand and 20mm gauge Dalla stone grit,over prepared sub grade after rectificions & bringing it to proper camber incl. supply of all materials labour & T&P etc, required for proper completion as directed by Engineer incharge.As per si no.773a

140.63

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7300

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Supply and laying of 125 micron polythene sheet over base concrete including all labour material and T&P etc for proper completion of work.

737.5

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45

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Making & Cutting of contraction joints of 3 to 5mm wide & 1/3 deep of slab thikness and filling with required material in joint (bitumen,asbeston 7sand )for proper completion of work.

312.5

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39

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Supply and fixing of KM stone.. including lettering and painting etc.

5

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2189

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Supply and fixing of Hectometre stone sign . including lettering and painting etc.

13

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595



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