Uttarakhand Agricultural Produce Marketing Board Tender

View complete overview of Uttarakhand UKAPMB Tender

Uttarakhand Agricultural Produce Marketing Board - UKAPMB Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date6 Jan 2022
Closing Date11 Jan 2022
Tender Amount₹ 1,52,94,017 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to thespecified levels, grade and cross fall using Type A, Type B and Type C as perTechnical Specification Clause 510Bitumen (VG-30) 5-12-A-B-2

17196.25

-

64.4

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Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling,consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50metres) 11-15

10760

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47.6

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Providing and fixing of corrosion resistant 2mm thick Type IV retroreflectivecautionary, mandatory, informatory sign board with 7 yearwarranty as per IRC:67, made of high intensity sheeting fixed over ACP(Aluminium Composite Panel) 3 mm thick (including framing andbracing with fabrication, plotting, pasting, riveting, taping and nut, bolts,washers and rivets etc for fixing), supported on a mild steel angle ironpost 75 mm x 75 mm x 6 mm firmly fixed to the ground by means ofproperly designed foundation with M15 grade cement concrete 45 cm x45 cm x 60 cm, 60 cm below ground level as per approved drawing,issued in original by retro-reflective sheeting manufacturer havingoperations in India by their indian subsidary. (Clause No. 801 ofMORTH) 600 x 450 mm Rectangle 6-1-1-5

12

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3957.07

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WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100 kN in stages to propergrade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to therequired density grading 2 as per Technical Specification Clause 405By Mechanical Means 4-7-2-B

264.65

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2353.57

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Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposalof scarified material with a lift upto 3 m and lead upto 1000 m as per TechnicalSpecification Clause 301.4. 3-2

6071.25

-

10.75

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Gravel/Soil-Aggregate Base (Table 400.2) Grading B Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with three wheel80-100 kN static roller capacity to achieve the desired density, complete as perTechnical Specification Clause 402 4-2-2

230

-

1886.42

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WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness,hand packing, rolling with three wheel 80-100 kN static roller in stages to propergrade and camber, applying and brooming, crushable screening to fill-up theinterstices of coarse aggregate, watering and compacting to the required densityGrading 3 as per Technical Specification Clause 405. By Manual Means 4-8-3-A

230

-

2628.75

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Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to thespecified levels, grade and cross fall using Type A, Type B and Type C as perTechnical Specification Clause 510Note: By Manual Means Case - I : Type A Bitumen (VG-10) 5-12-A-A-1

3625

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88.82

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Brick Soling Laying brick soling layer on prepared sub-grade with brick on end edging accordingto lines, graded and cross-section shown on the drawing filling joints with sand andearth, spreading 25 mm thick layer of earth over brick soling, watering and rolliingthe same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 4-18

176

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617.57

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Granular Sub-base with Well Graded Material (Table 400.1) 4-1-A By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreadingin uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller toachieve the desired density, complete as per Technical Specification Clause401. For Grading II Material 4-1-A-2

199.5

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2103.36

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Plain/Reinforced cement concrete in open foundation complete as per drawing andtechnical specifications12-8-D PCC Grade M25 Using concrete Mixer 12-8-D-1

149.63

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6880.05

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Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technicalspecification, including setting out, construction of shoring and bracing, removal ofstumps and other deleterious matter, dressing of sides and bottom and backfilling withapproved material.Ordinary soil Manual Means 12-1-1-A

95.76

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170.13

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Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 120311-4-1 P.C.C grade M 10 Nominal mix 1:3:6 11-4-1-1

21.28

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5569.2

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Brick masonry work in cement mortar in foundation complete excluding pointing andplastering as per drawing and technical specifications Clauses 600, 1202 & 1203Brick masonry in 1:4 cement mortar 11-5-2

68.49

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6690.99

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Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C. grade M 20 Nominal mix (1:2:4) 11-4-3-1

2.33

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6146.9



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