Works Department Tender
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Costs
EMD
₹ 20,970Document Cost
₹ 6,000Tender Fee
Refer Documents
Summary
Amp Of Sh-10 To Pardhiapali Road For The Year 24-25road For The Year 24-25
Description
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Contact
Tender Id
2024_CERWI_106230_8Tender No
Tenderonline SBPR-02 of 24-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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BOQ Items
Providing plain cement concrete M-10 (1:3:6) mix with 40mm nominal size stone aggregate in open foundation upto a depth of 1.5m. Below ground level & upto a hight of 1.5m. Above ground level/bed level including cost & conveyance of all materials to site & all labour charges complete as per specification clause 802, 803, 1202 & 1203 and direction of the Engineer - in - charge.
10.8
6118
66075.26
Cement concrete in cm (1:2:4) using 12mm size h.g.c.b. chips including cost & conveyance of all materials to site & all labour charges complete as per the direction of the Engineering in charge.
13.5
7611
102750.93
Conveying from stacks and spreading moorum on road surface to proper thickness and camber for topping including cost and carriage of materials etc.complete as per direction of Engineer in charge
161.8
686
111036.87
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 of MORD.
2
2037
4074.2
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2.
-
-
-
a ) 600mm Equilateral Triangle
3
2178
6535.35
b ) 600mm dia Circular
3
2199
6597.57
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 .
2
1713
3426.44
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scrapping etc., as per MORD technical specifications Clause 1915.
-
-
-
a ) 600 mm dia Single Row
63.2
36
2285.31
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MORD etc. complete and as per direction of Engineer in Charge.
22.75
2949
67100.9
Clearing the existing black topped surface with removal of forein materials with brooms or soft brushes and finally dusting with old gunny bags and/ or compressed air to receive bituminious treatment etc. complete.
5764.13
5
30838.1
Labour for applying primmer coat with Bitumen Emulsion ( SS-1 ) with all cost conveyance ,labour T&P 4.0kg of bitumen per 10sqm etc. complete.
485.4
34
16624.95
Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm. on the prepared bituminious/ granular surface cleaned with mechanical brooms as per clause 503 of MORTH & H specification for road and bridge works ( 4rth Revision ) etc. complete as per the direction of the Engineering in charge.
6067.5
12
76025.78
Providing and laying Semi Dense Bituminious Concrete with batch type hot mix plant using crushed aggregates of specified grading , premixed with bitumininious binder of 60/70 penetration grade of bitumen , transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade , level and allignment , rolling with smooth wheeled , vibratory and tandom rollers to achieve the desired compaction as per clause 508 of MOSRT & H Specificaion for road and bridge works ( 4rth Revision ) etc. complete as per specification and direction of the Engineering in charge
156.24
9865
1541432.59
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