Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date20 Feb 2025
Closing Date26 Feb 2025
Tender Amount₹ 2,16,82,677.32 
This is an estimated amount, exact amount may vary.
Notes
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Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Class A, B, C, D, and E. However, for Class E, there is a limitation that they are only eligible for works up to Rs. 5.0 Lakh.
Bid Capacity
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Assessed Available Bid capacity = (A*N*M - B) Where: A = Maximum value of Turn Over in any one year during the last five years as certified by Chartered Accountant (updated to the price level of the last year at the rate of 8 per cent a year) taking into account the completed as well as works in progress in which there should be at least 50% Civil Engineering works. N = Number of years prescribed for completion of the works for which bids are invited (period up to 6 months to be taken as half-year and more than 6 months as one year). M = 2.5 B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited.
Technical Capacity
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The required prior work experience for the bidder involves having at least five years of experience, with at least 50% of the works being Civil Engineering works. The calculation for available bid capacity considers the "Maximum value of Turn Over in any one year during the last five years," indicating the need for a significant amount of experience in civil engineering works. The value of similar works is considered in the calculation of the available bid capacity, using the formula: Assessed Available Bid capacity = (A*N*M - B), where A is the Maximum value of Turn Over in any one year during the last five years, N is the Number of years prescribed for completion of the works, M is 2.5, and B is the Value of existing commitments and on-going works. However, no specific percentage of similar works completed is mentioned beyond the 50% requirement for civil engineering works in the bidder's turnover. The exact amount of similar works completed is also not specified, as it varies based on the bidder's history and the contract requirements. The bidder must submit a Civil Engineering works Turn Over Certificate and a complete audit report to demonstrate sufficient experience and resources. They must also provide information on existing commitments, on-going construction work, and bids already submitted but not finalized. In terms of specific values or percentages, only the 50% threshold for civil engineering works in the turnover is mentioned, along with the use of the maximum turnover value in the bid capacity calculation. No specific amount or percentage of similar works completed is required beyond this.

Costs

Description

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BOQ Items

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Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III)

317.93

2494

792949.21

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Cement Concrete Pavement: Construction of un-reinforceced , expansion and consruction joint only, plain cement concrete pavement, thickness as per design ,over a prepaired sub base withh 43 grade cement or any other type as per clouse 1501 .2.2. M-30 grade corse and fine aggregates confirming to IS:383 maximum size of coarse aggregates not exeding 25 mm mixed in a concrete mixer of not less than 0.20 cum. capacity and apropreate weigh batcher using approoved mix design laid in a approoved fixed site form work (steel chanel ) laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing ,speading the concrete with shovels rackes, compacted using plate vibrators and finished in continuous oparation including provision of contraction and expansion ,construction jointes, primer,sealant , near aproches to bridge /culvert and construction joints admixtures as approoved curing of concrete slab for 14 days.using curing compounds(where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501.

780.9

6040

4717338.81

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(A) Construction of Subgrade and earthen shoulders with approoved soil with all the lifts and lead laying in layers ,breaking clods ,dressing to required lines , curves,grade and sections,watering and compaction to meet atleast 100% procter density completeto specification requirements as per technical specification clouse 301.5

986.4

137

135432.72

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Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.

152.16

189

28838.88

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Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work in foundation and floors.

25.36

4960

125786.36

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Coursed rubble massonary (second sort) with hard stone in foundation & plinth with : cement mortor 1:6 (1 cement:6 course sand) DSR 7.7.1

68.68

5969

409993.5

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R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not be less than M-20. But for slabs (Using 1:1.5:3 Mix concrete)

13.12

8377

109912.93

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P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.

13.12

7852

103029.92

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Raised and cut pointing on stone work with cement mortor 1:3 (1 cement : 3 fine sand): DSR 13.33.2

126.88

510

64767.16

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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) complete. 20 mm nominal size stone aggregate

6.04

5736

34648.94

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Filling available executed earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exeeding 20cm in depth, consolidation each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m.

374

142

53373.54

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Centering and shuttering including strutting, propping etc. and removal of form for all heights :

30

536

16086

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Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.

322.04

189

61036.24

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Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work in foundation and floors.

89.09

4960

441889.07

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Coursed rubble massonary (second sort) with hard stone in foundation & plinth with : cement mortor 1:6 (1 cement:6 course sand) DSR 7.7.1

283.58

5969

1692864.84

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Raised and cut pointing on stone work with cement mortor 1:3 (1 cement : 3 fine sand): DSR 13.33.2

153

510

78100.38

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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) complete. 20 mm nominal size stone aggregate

3.06

5736

17553.93

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Filling available executed earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exeeding 20cm in depth, consolidation each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m.

191.81

142

27373.21

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Providing weepholes in stone masonry, plain/reinforced concrete abutment, wing wall, ret.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 Clauses 614, 709, 1204.3.7 as per S.I.No.574

153

150

22950

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Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.

53.58

189

10155.02

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Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work in foundation and floors.

37.14

4960

184215.51

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Coursed rubble massonary (second sort) with hard stone in foundation & plinth with : cement mortor 1:6 (1 cement:6 course sand) DSR 7.7.1

39.48

5969

235680.6

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Raised and cut pointing on stone work with cement mortor 1:3 (1 cement : 3 fine sand): DSR 13.33.2

19

510

9698.74

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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) complete. 20 mm nominal size stone aggregate

20.52

5736

117714.62

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( Rates in BOQ are exclusive of G.S.T. Amount )

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10841338.67



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