Maharashtra Remote Sensing Applications Centre Tender
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Maharashtra Remote Sensing Applications Centre - MRSAC Tender
Eprocure
Opening Date15 Feb 2019
Closing Date7 Mar 2019
Tender Amount₹ 38,69,704
Costs
EMD
₹ 50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_MRSAC_418803_1Bid Award Id
ViewTender No
MRSAC/Civil Work/Creation-09/2019Tender Authority
Maharashtra Remote Sensing Applications Centre ViewPurchaser Address
-Website
http://https://mrsac.gov.in
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Documents
Renovation and alteration work for CC Road and proper Drainage System at MRSAC, Nagpur
Proposed Water Drain Layout Plan
BOQ Items
Transportation of material obtained from debris of various sorts including necessary excavation/ loosing
544
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Compacting the sub grade/gravel/ size metal (100 mm loose) layers
989
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Supplying murum having PI 6 at the road side, including conveying and stacking complete
99
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Providing soling using 80 mm size granite / quartzite / gneiss / trap metal in 15 cm. layer
99
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Supplying stone dust of trap / granite / quartzite / gneiss stone aggregate at the road side including conveying and stacking for use in bituminous road surface.
661
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Providing and laying in situ M10/1:3:6 cement concrete of trap / granite / quartzite / gneiss metal for levelling coures below R.C.C raft and in foundation including necessary
66
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Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.
110
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:- Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle or angle cleats in main and cross beams, like, as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete for hevy duty chember cover
1
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Providing, laying and fixing exterior grade fibrilling fibre reinforcement heavy duty designer cement concrete tiles for Flooring of approved colour and design 22 +/ -2 mm thick bayer colour pigmented as per IS ..1237 - 1980 having compressive strength more than 500 kg/sq.cm reaffirmed in 2006 ,having wert transvrse strenghth of 3.5 / mm 2, water absorption less than 10 % abrasion / wear resistance less than 2 mm ,skid resistance more than 25.0 (ASTM:E303) and no fading as per DIN - 51094 of size 300 x 300 in plan / designed pattern on a bed of 1:4 cement mortar including cement float ,filling joints with neat cement slurry ,curing, polishing and cleaning etc. complete. For flooring.
30
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Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.
1
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EASTIMATE FOR CC PIPE DRAIN AT MRSAC
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Excavation soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts and upto a lead of 50 m and spreading or stacking, disposing as directed by Engineer in charge. UPTO 1.5M depth
108
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Providing rubble filling of trap / granite
quartzite / gneiss stones of 80mm to 100mm size in foundation including hand packing filling
gravel / sand in the voids and watering etc.
complete.
14
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Providing and laying in situ cement concrete of 1:2:4 proportion with trap / granite / quartzite /gneiss metal in foundation including necessary compacting and curing complete. (Including plywood/ steel formwork) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).
25
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Providing and laying cement concrete pipe of I.S.458/2003 N.P. class of required diameter in proper line, level and slope including providing, fixing collars or spigot and socket joint by rubber ring and in C.M.1:2 etc. complete 300mm dia NP2 Grade Pipe
130
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Providing, Laying, Spreading and compacting sand & murum in 30:70 proportion including mixing & spreading in uniform layers on a prepared Surface & compacting with Static roller having weight 8 to 10 MT including necassary artificial watering, all materials, labour, machinery, guarding, barricating complete with all leads & lifts of all materials etc. complete. (Proportion of sand & murum may be changed as per properties of sand & murum. Accordingly rate will change.)
81
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Supplying stone dust of trap / granite / quartzite / gneiss stone aggregate at the road side including conveying and stacking for use in bituminous road surface.
130
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Providing and constructing / Rising or Lowering B.B.Masonry chamber with 100 mm thick 1:3:6 P.C.C. for bed on 100 mm thick oversizer soaling with 80 mm metal including excavation, 23 cm thick B.B.Masonry in c.m.1:6. Inside plaster in c.m.1:5 20 mm thick and outside plaster 900 x 600 x 450 mm Lumpsum
21
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Providing and fixing 60mm thick factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete rabor moulded paving blocks in M-40 grade of approved size and shape as specified 50 mm in and top surface 10 mm in with coloured pigment including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. (Prior permission of Chief Engineer in writing is necessary before execution of item of paving block as per Govt.Resolution No. CAT- 10/11/ case no. 360/Building, Mantralaya Mumbai, Dated 09/12/2011. )
500
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