Rajya Krishi Utpadan Mandi Parishad Tender

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Rajya Krishi Utpadan Mandi Parishad - RKUMP Tender

Works
Civil And Construction
Eprocure
Opening Date21 Dec 2023
Closing Date4 Jan 2024
Tender Amount₹ 20,92,711 
Notes
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Costs

Description

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BOQ Items

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Providing and applying tack coat with Bitumen VG-10 using Bitumen Pressure Sprayer at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer or previously painted surface & cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. and direction of Engineeer in Charge .

2295

27999

12.2

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Providing, laying and rolling of open-graded premix carpet of 20 mm thick (compacted) composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant (Mixol), laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat Type C as per MORD Technical Specification Clause 508 and direction of Engineer-in-charge.

2295

408969

178.2

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per MORD Technical Specification Clause 510 and direction of Engineer-in-charge.

2295

147568

64.3

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Providing & fixing of M.S. Sign Board as per approved Drawing of Mandi Parishad at road site including Painting with enamel paint and letter writing with road sign as per direction of E/I.

1

8000

8000

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Earth in cutting or in embankment in ordinary soil, excavation to be done in form of regular pits not exceeding 1/2 M. in depth and work in embankment to be in 20 cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 M. lift and 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m distance as directed by the Engineer in charge .

900

103500

115

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Supply and laying and fixing of 350 mm dia NP-3 R.C.C. Hume pipe with required collors including loading, unloading, cartage upto site. Supply of all materials all labour. T&P etc. and also including all other taxes/charges for proper completion of work as per direction of the Engineer in charge. Jointing of pipes shall be with 1:2 cement and course sand mortar.

30

57000

1900

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Brick edging on both sides of roads of 1st class brick 8cm (3") wide & 12cm (4.50") deep laid with mud mortor including labour & suplly of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth including all labor T&P sudries required for completion of work with material.

0.3

24600

82000

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Earth work in excavation in trenches for foundations and pipes in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. lead upto 50 M. and dressing of sides and ramming of bottoms and disposal of surplus excavated earth as directed by the Engineer in charge within a lead of 50 M.

45

6300

140

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Providing and laying cement concrete 1:6:12 ( 1 cement : 6 find sand : 12 graded brick aggregate 40 mm nominal size) Including supply of all material, labour, T&P, curing, cost of formwork complete in all respect in foundation and under floors.

15

59250

3950

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Brick soling pavement with straight over burnt bricks laid on edge and dry including preparation of subgrade to prescribed cambor and filling joint with local earth spreading blinding coat of 1 cm depth of local earth over the entire surface including cost of brick labour T&P etc. required for proper completion of the work and as per direction of E/I.

30

14460

482

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M-150 class brick work in 1:4 cement and coarse sand of 1.25 fineness modules mortor in foundation and plinth including supply of all materials, labour and tools and plants etc .complete in all respect required for proper completion of the work & as per direction of Engineer-in-charge.

22.43

120897

5390

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Supply and laying of 80mm thick grey mechanically compressed interlocking cement concrete paver blocks manufactured by high pressure and controlled vibration machine having minimum 5 mm thick topping of cement mixed with 20% marble powder the compressive strength of concrete paver bloks shall not be less than 30MPa & 4.50 Kg an I.S.I marked as per drawing and confirming to RC-SO-63-2004 over etc.& also including 25mm Local sand cushion below Interlocking Block as per drawing required for proper completion of the work.Clause 1504 Excluding GSB (S.No 16 page 40

750

712500

950

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Providing and laying Cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone ballast 20 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors.

5

39750

7950



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