Rajya Krishi Utpadan Mandi Parishad Tender

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Rajya Krishi Utpadan Mandi Parishad - RKUMP Tender

Works
Eprocure
Opening Date7 Nov 2018
Closing Date14 Nov 2018
Tender Amount₹ 62,63,000 
Notes
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Costs

Description

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BOQ Items

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Consolidation of 45-63mm gauge stone ballast by roller (10cm. loose)including sorting stone ballast into proper sizes, repairing patches in existing road surface with stone ballast, picking of stone old surface spreading stone ballast, making medhi to retain water, ramming and also including carriage of metal upto 30 Mts and carriage of water upto 200 Mts. supply & maintenance of barriers including roller and labour charges but excluding cost of materials and including all labour & T&P etc. required for proper completion of the work. S.I. 755(c) Ch. 20.

56.25

10406

185

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Consolidation of 22.4-53mm gauge stone ballast by roller (10cm. loose)including sorting stone ballast into proper sizes, repairing patches in existing road surface with stone ballast, picking of stone old surface spreading stone ballast, making medhi to retain water, ramming and also including carriage of metal up to 30 Mts. and carriage of water upto 200 Mts. supply & maintenance of barriers including roller and labour charges but excluding cost of materials and including all labour & T&P etc. required for proper completion of the work. S.I. 755(c) Ch. 20.

199.87

36975

185

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Supply and collection of approved coarse sand for screening/blinding material to spread over 45-63 mm gauge stone ballast including supply of all materials, labour and T&P etc. required for proper completion of the work.

12.37

33488

2707.2

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Collection of approved stone dust for screening/blinding material to spread over 22.4-53mm gauge stone ballast including supply of all materials, labour and T&P etc. required for proper completion of the work.

35.97

95579

2657.2

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Providing and applying primer coat with bitumen emulsion SS-1 on prepared surface to granular base including clearing of road surface and sparying primer at the rate of 0.85 kg/ sqm using mechanical means as per technical specification clause 502(ii)

562.5

16425

29.2

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Providing and applying tack Coat with (VG-10) bitumen 80/100 (RS-1) grade using Emersion pressure distributor @0.40 kg/sqm on prepared granular surface treated with primer prepared granular surface treated with primer and cleaned with hydraulic broom as per technical specification MORD clause 503

14925

188055

12.6

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Cleaning the WBM surface and lying 2 cm thich premix carpet over track coat with graded grit/single (Part of 16-22.4 mm and one part of 10-16mm) and bitumen including hearting the point to the required temperature and mixing either in mixer or in hand drum including cartage & cost of materials maintenance of side parties and watering them during operation for proper completing of the work direction of E/I including supply of all material, labour T&P complition of the work. Providing and laying on both the side of road brick edging with first class brick 8 cm wide 11 cm deep laid with mid mortar including supply of all materials labour T&P and finished to the required templete and in proper alignment as per directed by E/I.

14925

2376060

159.2

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Providing Laying of seal coat by mechanical with (VG-10) 80/100 grade bitumen sealing the voids in a bituminous surface laid to specified level grade & fall using type B as per technical specification clause 510B mechanical

14925

741772

49.7

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Brick edging on both sides of road of M-150 brick 7 cm wide 12 cm deep laid with mud mortar including labour and supply of brick etc. completion of the work

0.15

8625

57500

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Brick on edge pavement on side parties with SOB brick laid dry joints filled with local earth sand including preparation of base to proper slop and it ramming spreading layer 1cm depth of local sand over the sub grade including all T&P etc. for proper completion of the work including cost of local sand. (SI 762 (b))

602.5

192800

320

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Excavation in foundations 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 surplus earth as directed by the engineer-in-charge upto a distance of 30 meters from the foundation trenches.(S.I. 251)

36

3240

90

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Concrete with the 4.0Cm gauge brick ballast, fine sand of 1.25 fineness modulus and cement in the proportion 12:6:1 in foundations and under floors including supply of all materials, labour and T&P etc. Required for the proper completion of work. (S.I. 273)

24

69600

2900

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M- 150 brick work in 1:4 cement and approved Coarse Sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. Required for the proper (S.I. 307A)

48.3

224595

4650

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12mm thick plaster with cement and approved coarse sand mortar in 1:4 over brick work (One part of cement and four part of Coarse sand) minimum thickness not less than 1.00 cm including raking the joints

150

24000

160

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Cement concrete with 2.00Cm gauge approved stone grit, approved coarse sand & cement in the proportion of 4:2:1 including supply of all mateirals, labour and T&P etc. Required for the proper completion of the work.(S.I. 279A)

10.35

64170

6200

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Supply and fixing of M.S sign board including supply of all material labour T&P etc. required for proper completion of the work As per E/I

1

8000

8000



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