Rural Development Department Tender

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Rural Development Department - RDD Tender

Civil And Construction
Opening Date25 Sep 2018
Closing Date10 Oct 2018
Tender Amount₹ 37,61,421 
This is an estimated amount, exact amount may vary.
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BOQ Items

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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per diection of the Engineer-in-charge.

182.32

5123

28.1

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Providing & laying Granular Sub-Base in layers not exceding 225 mm watering and compacting to required density in O.M.C with Vibratory Roller including hire and running charges of VRR etc complete.

1227.15

557886

454.62

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel roller8-10 tonnes in stages to proper grade and chamber,applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density as per diection of the Engineer-in-charge.

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-

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Grading No. -II (63-45mm size) with crusable screening like moorum and sand admixure

129.09

260135

2015.15

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Grading No. -III (53-22.4 mm size) with crusable screening like moorum and sand admixure

129.09

275685

2135.61

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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per diection of the Engineer-in-charge.

1721.25

37781

21.95

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per diection of the Engineer-in-charge.

1721.25

13683

7.95

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per diection of the Engineer-in-charge.

1721.25

240888

139.95

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per diection of the Engineer-in-charge.

1721.25

92035

53.47

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Earthwork in excavation for foundation of structures in all types of soil as per diection of the Engineer-in-charge includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.

260.46

35013

134.43

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Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.

45.68

15662

342.87

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P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.

21.24

80133

3772.76

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Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification.

36.78

137671

3743.12

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Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification.

290.93

1120191

3850.38

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1000 mm dia Single row

22.5

102515

4556.26

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1200 mm dia Single row

15

86964

5797.61

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Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete.

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Weepholes

180

18025

100.14



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