Rural Engineering Department Tender
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Rural Engineering Department Tender
Eprocure
Opening Date25 Jun 2021
Closing Date15 Jul 2021
Tender AmountRefer Documents
Costs
EMD
₹ 3,98,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_REDUP_598779_1Bid Award Id
ViewTender No
36/SE/RED/TENDER/2020-21Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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Documents
BOQ Items
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Laying and spreading available soil in the subgrade on a prepared surface pulverising, mixing the spread soil in place with rotavator with 2 percent slaked lime having minimum 70 percent of contents of Cao, grading with motor grader and compacting with smooth whteeled road roller at omc to the desired density to from a layer of improved sub grade as per technical specification clause 403.
6762
-
360.35
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Construction of HARD SHOULDERS with local material (MOORUM) by mix in place method normal construction of granular sub base by providing local material, spreading in uniform layers on prepared surface, mixing by mix in place method by tractor with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification Clause 401.4 and 408 as per Data book item No 4.11-(1)-(ii) using gravel mix soil.
1378.13
-
1913
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Construction of Granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method by Tractor with Rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 as per Data Book item No 4.1(A)-1
For Grading l Material (A mix of 50% 22.4-53 mm hand broken stone ballast, 20% well graded 6.7 mm stone girt & 30% moorum)
1240.31
-
2479
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Providing laying Spreading and compacting stone aggregates of specific sizes to water bound macadam WBM grading 2 specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 KN static roller in stages to proper grade and comber, applying and brooming, crushable screening to fillup the interstices of course aggregate, watering and compacting to the reqiured density as per Technical specification Clause 405. as per data book item No 4.8-2(A)
689.06
-
3348.4
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Providing laying Spreading and compacting stone aggregates of specific sizes to water bound macadam WBM grading 3 with three wheel 80-100 KN static roller in stages to proper grade and comber, applying and brooming, crushable screening to fillup the interstices of course aggregate, watering and compacting to the required density Grading 3 as per Technical specification Clause 405. as per data book item No 4.7-3(A)
689.06
-
3196.5
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Laying Brick edging layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth spreading 25mm thick layer of earth over brick soling. watering and rolling the same with 3 wheeled road roller 80-100kN as per MORD specification clause 412 and as per Data book item No 4.18
2.45
-
72278.34
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Providing and applying primer coat bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 as per Data Book item No 5.1-(i) Low porosity
9187.5
-
38.65
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Providing and applying tack coat with RS-1 bitumen using bitumen pressure distributor@ 0.25 to 0.3 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical specification Clause 503 Case (ii)
9187.5
-
12.3
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Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion required line, grade and lavel to serve as wearing course ona previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 start roller capacity finished to required level and grades to be followed by seall coat cluse 508
9187.5
-
150.05
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Providing and laying seal coat Type-C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using as per Technical Specification clause 510
9187.5
-
51.15
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providing and fixing furniture
1
-
5000
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Earth work in excavation for foundation of structures up to 3m depth as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excatated suitable material as per MORD specification no 300. as per data book item no 9.1
11.94
-
150
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local sand filling in foundations or plinth I/c all complete with local sand I/c all complete as directed by engg. In charge as chapter 4 SL.NO 255
1.35
-
1730
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Cement concrete in foundation in 1:3:6 cement sand,40mm gauge stone ballast including all material, labour , T&P etc required for proper completion of work (chapter 5 SI NO-280)
2.88
-
5260
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class M-150 brick work in 1:4 cement & fine sand motar in foundation and plinth I/c all complete as chapter 6as Si.No 305
6.67
-
5390
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providing and layong reinforced concrete pipe NP3 in single row for culverts on Type A' (concrete cradle) bedding with M15 grade cement concrete including fixing collar with cement mortar 1:2 but excluding excavation protection work, backfilling, concrete and masonry work in head walls and parapets clause 1106 as per Data Bok item No 9.3 (B) (a) 300mm dia.
7.5
-
975
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Plaster 12mm thick with cement fine sand mortar in proportion 1:4 in fair side of wall i/c all complete as per direction of engineer in charge (as per chapter 13 as sl no 17.58 (ii)
24.78
-
150
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Earth work in excavation for foundation of structures up to 3m depth as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excatated suitable material as per MORD specification no 300. as per data book item no 9.1
23.44
-
150
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local sand filling in foundations or plinth I/c all complete with local sand I/c all complete as directed by engg. In charge as chapter 4 SL.NO 255
3.72
-
1730
... More
Cement concrete in foundation in 1:3:6 cement sand, 40mm gauge stone ballast including all material, labour , T&P etc required for proper completion of work (chapter 5 SI NO-280)
2.16
-
5260
... More
class M-150 brick work in 1:4 cement & fine sand motar in foundation and plinth I/c all complete as chapter 6as Si.No 305
20.24
-
5390
... More
providing and layong reinforced concrete pipe NP3 in single row for culverts on Type A' (concrete cradle) bedding with M15 grade cement concrete including fixing collar with cement mortar 1:2 but excluding excavation protection work, backfilling, concrete and masonry work in head walls and parapets clause 1106 as per Data Bok item No 9.3 (B) (a) 300mm dia.
30
-
975
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Plaster 12mm thick with cement fine sand mortar in proportion 1:4 in fair side of wall i/c all complete as per direction of engineer in charge (as per chapter 13 as sl no 17.58 (ii)
79.68
-
150
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Earth work in excavation for foundation of structures up to 3m depth as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excatated suitable material as per MORD specification no 300. as per data book item no 9.1
39.96
-
150
... More
local sand filling in foundations or plinth I/c all complete with local sand I/c all complete as directed by engg. In charge as chapter 4 SL.NO 255
5.49
-
1730
... More
Cement concrete in foundation in 1:3:6 cement sand, 40mm gauge stone ballast including all material, labour , T&P etc required for proper completion of work (chapter 5 SI NO-280)
12.66
-
5260
... More
class M-150 brick work in 1:4 cement & fine sand motar in foundation and plinth I/c all complete as chapter 6as Si.No 305
40.2
-
5390
... More
providing and layong reinforced concrete pipe NP3 in single row for culverts on Type A' (concrete cradle) bedding with M15 grade cement concrete including fixing collar with cement mortar 1:2 but excluding excavation protection work, backfilling, concrete and masonry work in head walls and parapets clause 1106 as per Data Bok item No 9.3 (B)
22.5
-
5200
... More
Plaster 12mm thick with cement fine sand mortar in proportion 1:4 in fair side of wall i/c all complete as per direction of engineer in charge (as per chapter 13 as sl no 17.58 (ii)
107.52
-
150
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