Assam Rifles Tender
View complete overview of Manipur Assam Rifles Tender
Costs
EMD
₹ 69,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_ARMHA_352736_1Bid Award Id
ViewTender No
2017-18/E-78Tender Authority
Assam Rifles ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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Documents
BOQ for financial bid of Provn of 04 Nos tower type sentry post with guard room at COB Hollengjang of Joupi Bn (Manipur).
Tender documents for technical bid of Provn of 04 Nos tower type sentry post with guard room at COB Hollengjang of Joupi Bn (Manipur).
BOQ Items
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Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed in all kinds of soil.
27
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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 in all kinds of soil.
16.5
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Providing and laying in position cement concrete of grade 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level.
4.5
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Material and labour for Random rubble masonry with hard stone in retaining wall including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) with cement mortal 1:6 (1 cement : 6 coarse sand).
29.7
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Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in retaining walls, coping, return walls, walls (any thickness) including attached pilasters.
0.82
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Material and labour for centering and shuttering including strutting, propping etc. and removal of form work for coping and PCC drain of retaining wall.
19.6
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Material and labour for Raised and cut pointing on stone work with cement morter 1:3 (1 sand: 3 fine sand).
36.6
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Providing and fixing on wall face unplasticised rigid 75 mm dia PVC rain water pipes conforming to IS:13592 type A, including jointing with seal ring etc.
10.8
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Material and labour for 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with stone aggregate 40 mm nominal size.
36
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Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) in retaining walls drain work.
2
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Material and labour for 12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1 cement : 4 fine sand).
16
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SCHEDULE ‘A’ PART-III (FOOTPATH WITH CHEQUERRED TILES)
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressedin all kinds of soil.
187.5
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Supplying, stacking at site, laying, spreading and compacting stone aggregate of 63 mm to 45 mm sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
18.75
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Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing.
18.75
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Material and labour for Centering and shuttering including strutting, propping etc. and removal of form work in footpath.
37.5
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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with dark shade pigment using ordinary cement to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
187.5
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