Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Eprocure
Opening Date25 Jun 2021
Closing Date15 Jul 2021
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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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.

1631.25

2554537

1566

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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)

1478.25

3473887

2350

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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 reqiured density as per Technical specification Clause 405. as per data book item No 4.8-2(A)

821.7

2624427

3193.9

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Providing laying Spreading and compacting stone aggregates of specific sizes to water bound macadam WBM grading 3with 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

821.7

2498461

3040.6

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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

2.9

228708

78865

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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 70 kg/sqm using mechanical means as per Technical Specification Clause 502 as per Data Book item No 5.1-(i)

10956

421258

38.45

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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)

10956

134211

12.25

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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

10956

1613271

147.25

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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

10956

550539

50.25

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Supply and fixing of Add Sign board/ Sila Patt & photography etc.(For Estimate Purpuse)

1

5000

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 (rate as per sor jhansi chapter -4 sr no 257

35.82

5373

150

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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5miles) from the side of work & including watering dressing etc Rate to include cost of all materials labour and tools & plants etc required for proper completionof work

4.05

7006

1730

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Cement concrete white 4cm (1/2'') gauge approved stone ballast, approved coarse sand cement in the proportion 8:4:1 including supply of all materials labour and tools and plants etc required for proper completion of the work AS SOR NO 281

7.92

39916

5040

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class M-150 brick work in 1:4 with c/s mortar in foundation and plinth i/c all as chapter 6 SL NO305

20.01

107853

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) 600mm dia.

22.5

55710

2476

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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)

74.31

11146

150

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Earth work in excavation for foundation of structures up to 3m depth asper 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 (rate as per sor jhansi chapter -4 sr no 257

174.58

26187

150

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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5miles) from the side of work & including watering dressing etc Rate to include cost of all materials labour and tools & plantsetc required for proper

6.44

11141

1730

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Cement concrete white 4cm (1/2'') gauge approved stone ballast, approved coarse sand cement in the proportion 8:4:1 including supply of all materials labour and tools and plants etc required for proper completion of the work AS SOR NO

13.02

65620

5040

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class M-150 brick work in 1:4 cement and fine sand mortar in foundation and plinth i/c all completeas sl no 305

33.1

178409

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 cillar with cement mortar 1:2 but excludingexcavation protection work, backfilling, concrete and masonry work in head walls and parapets clause 1106 as per Data Bok item No 9.3 (B) (a) 1000mm dia.

30

156000

5200

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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)

95.42

14313

150

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P/L coping in P.C.C 1:2:4 with c/s and 20mm stone grit i/c all complete with chapter 5 concrete (new item)

1.2

7584

6320

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finishing parapet wall with white washing two coat i/c all as per chapter No.16 item 673

79.2

1267

16



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