Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERWI_69383_6Bid Award Id
ViewTender No
Online Tender/ 01/ EERWDBLG/2021-22Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to required density and as per technical specification and direction of the Engineer in charge.
-
-
-
WBM Grading-II
140.63
-
1888.02
WBM Grading-III
281.25
-
1969.66
Providing and applying Tack coat with bitumen (RS-1) using emulsion sprayer at the rate of 0.25 - 0.30 kg/sqm on prepared bituminous surface properly cleaned with hydraulic broom and as per technical specification and direction of the Engineer in charge.
3750
-
17.45
Providing ,laying and rolling of Open Graded Pre-Mix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel 80-10kN static Roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C and as per technical specification and direction of the Engineer in charge.
3750
-
164.34
Providing and laying Seal Coat and sealing the voids in a bituminous surface laid to specified levels,grade and cross fall using Type C and as per technical specification and direction of the Engineer in charge.
3750
-
66.33
Earth work in excavation of foundation in all kinds of soil including stony earth and gravel mixed with boulders not exceeding 0.014 cum in volume, D.I.Rock & slushy soil with all leads, lifts, delifts including dressing and leveling the bed to design section and depositing excavated materials away from working area in spoil banks with all leads, lifts and delifts including dewatering, shoring, shuttering and propping of bullah piles and construction of coffer dam if required, bailing out water with all cost, conveyance, labour and cess and all other taxes, cess etc. complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.
62.96
-
186.4
Filling foundation and plinth with sand of good quality including watering and ramming with all labour, T&P etc complete to the required level including cost, carriage, royalty & cess of all materials etc complete as per specification and direction of the Engineer in charge.
7.87
-
329.47
Providing & laying plain cement concrete M-15 Nominal Mix (1:2.5:5) in Open foundation Complete as per drawings and technical specifications and direction of the Engineer in charge.
42.21
-
6227.95
Providing & laying plain cement concrete M-15 Nominal Mix (1:2.5:5) in substructure Complete as per drawings and technical specifications and direction of the Engineer in charge.
35.42
-
6331.1
Providing weep holes in brick masonry/stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification and direction of the Engineer-in-Charge.
84.66
-
106.57
Providing & laying cement concrete (1:2:4) with 12mm. size hard broken granite chips (Crusher broken) including all cost, conveyance , royality etc. complete and as per direction of the Engineer in charge.
84.38
-
6777.43
Providing and laying rough stones dry packing in aprons and revetment with hard granite stone of 30 cm and above etc. complete and as per direction of the Engineer in charge.
158.01
-
1221.34
Providing and laying cement concrete grouting in approns and revetment 23 cm deep with cement concrete (1:3:6) with 2.5 cm broken granite metal etc. complete and as per direction of the Engineer in charge.
526.7
-
259.94
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