Assam Rifles Tender

View complete overview of Mizoram Assam Rifles Tender

Assam Rifles Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date26 Dec 2024
Closing Date8 Jan 2025
Tender Amount₹ 97,77,589 
Notes
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Costs

Summary

8002/zsang/02/e8/2024

Description

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BOQ Items

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Supply and Laying water bound macadam of 100mm compacting thickness with tone aggregate of 63 to 40mm sizesincl supply of screening kan kar , morrom , red bajri etc sorting spreading to complete and consolidation with power road roller 8-10 tonne capacity in two layers etc complete as per direction by Engr-in-Charge.

40

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Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars

11595.86

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

206.33

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Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete

134

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Providing and laying in position bitumen hot sealing compound for expansion joints etc : Using grade ‘A’ sealing compound.

447

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Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure ecommended by the manufacturer complete and as per direction of Engineer-in-charge

92

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kind of soil.

318.18

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size)

48.95

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

13.35

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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1cement : 6 coarse sand)

134

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12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand).

863.3

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