|
|
|
2. Sector : Water Storage and Supply
Working survey, soil investigation, design , build , trial run contract for construction of water treatment plant sadadvel hw, rcc u/g sump, rcc esr, pump house at mhw, shw, village level & providing, supplying, lowering, laying & jointing rising main & gravity main pipeline, faliya connectivity, compound wall approach road, staff quarter & supply, installation, testing & commissioning of hscf pumps with associated mechanical and electrical equipment’s, instruments & accessories with operation & maintenance of all type civil & mechanical structures, machineries & pipeline network for 5 yrs. under regional water supply scheme for uncovered villages for gandevi chikhli rwss (part-1) based on madhuban bulk of navsari district (23 villages/05 town+259 faliya).
|
Value :
INR 123.75 Cr
*
|
INR 1.23 Bn
*
|
Due Date :
27 Days to go
|
18/06/2022
|
|
TID :49770038
Gujarat
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
9. Sector : Railways Transport Services
Provision of rub in lieu of level crossing gate no st-1. (balance work) chedule items annexure-i name of work approach road to subway in connection with replacement of level crossing no st/1. 19480601.57 above/ below/par 1 please see item breakup for details. 528027.94 at par 528027.94 description- chapter-1 earthwork 2 please see item breakup for details. 18952573.63 at par 18952573.63 description- chapter-23 road and platform works s.no. item code item qty qty unit unit rate basic value escl.(%) amount bidding unit schedule a-schedule items annexure-ii name of work provision of road retaining wall on north & south approach of proposed rub in lieu of level crossing no st/1. 5455339.87 chedule items annexure-ii name of work provision of road retaining wall on north & south approach of proposed rub in lieu of level crossing no st/1. 5455339.87 above/ below/par 1 please see item breakup for details. 395870.01 at par 395870.01 description- chapter-1 earthwork 2 please see item breakup for details. 1422867.87 at par 1422867.87 description- chapter-3 plain concrete 3 please see item breakup for details. 3420831.59 at par 3420831.59 description- chapter-4 reinforced cement concrete 4 chedule items annexure-iii name of work provision of rub in lieu of level crossing gate no st-1. 13174417.07 above/ below/par 1 please see item breakup for details. 869289.50 at par 869289.50 description- chapter-1 earthwork 2 please see item breakup for details. 83565.25 at par 83565.25 description- chapter-2 carriage of materials 3 please see item breakup for details. 2006551.80 at par 2006551.80 description- chapter-3 plain concrete 4 chedule items annexure-iv name of work provision of drainage system by the side of approach road to rub for drain out rain water without effecting the subway. 6752219.55 above/ below/par 1 please see item breakup for details. 206226.51 at par 206226.51 description- chapter-1 earthwork 2 please see item breakup for details. 1896519.29 at par 1896519.29 description- chapter-3 plain concrete 3 please see item breakup for details. 4161847.42 at par 4161847.42 description- chapter-4 reinforced cement concrete chedule items annexure-v name of work fabrication and supply of 20.4m service girder as per rdso drawing no.b-11041r 234036.00 above/ below/par 1 please see item breakup for details. 234036.00 at par 234036.00 description- chapter-21 bridge works superstructure steel s.no. item code item qty qty unit unit rate basic value escl.(%) amount bidding unit schedule b-non schedule items annexure-i name of work provision of rub in lieu of level crossing gate no st-1. 22904515.64 on schedule items annexure-i name of work provision of rub in lieu of level crossing gate no st-1. 22904515.64 above/ below/par 1 ns1 5000.00 each bag 30.62 153100.00 at par 153100.00 description- supplying and laying empty cement bag filled with earth / sand and tied with rope / sewing to protect the bank against slipping during heavy rains as per direction of the engineer-in-charge with all labour, materials, tools, plants, transportation, royalty etc. rate includes all taxes and all other incidental charges complete in all respect. 2 ns2 353.53 mt 7203.49 2546649.82 at par 2546649.82 description- placement of precast base slab/steel girder units in position with the help of road crane of required capacity at desired location carefully by lifting and packing method, during traffic and power block with on schedule items annexure-ii name of work fabrication and supply of 20.4m service girder as per rdso drawing no.b-11041r 915708.00 above/ below/par 1 ns1 3264.00 numbers 137.00 447168.00 at par 447168.00 description- supply of hgfg bolt with nut & washer conforming to is3757 of latest edition including transportation arrangements with the contractors own, complete in all respect. 2 ns2 3324.00 numbers 125.00 415500.00 at par 415500.00 description- supply of turn bolt 21.2mm with nut and washers. 3 ns3 408.00 numbers 130.00 53040.00 at par 53040.00 description- supply of 22mm dia bolts with nut and washers. chedule items annexure-iii name of work provision of rub in lieu of level crossing gate no st-1. item- 1 chapter-1 earthwork s no. item no description of item unit qty rate amount earth work in excavation as per approved drawings and dumping at embankment site or spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap the lift to be measured from natural ground level and paid for in layers of 1.5m each, including incidental work, as per specifications-in 1 011011 all kinds of soils cum 1750.00 99.13 173477.50 2 012010 extra over item 011010 for excavation in foundations for chedule items annexure-i name of work approach road to subway in connection with replacement of level crossing no st/1. item- 1 chapter-1 earthwork s no. item no descri...
|
Value :
INR 6.89 Cr
*
|
INR 68.91 Mn
*
|
Due Date :
11 Days to go
|
02/06/2022
|
|
TID :49641575
Multi State
|
|
|
|
10. Sector : Municipal Corporations
Supply of material supply of various mgnregs works - quarry waste, stone aggregate(single size) 40 mm nominal size, stone aggregate(single size)20 mm nominal size, stone aggregate(single size) 10 mm nominal size, coarse sand (zone iii), portland cement, hire charges of concrete mixer 0.25 to 0.40 cum with hopper, vibrator (needle type 40 mm), wall form panel 1250x500 mm, corner angle 45x45x5 mm 1.50 m long, 100 mm channel shoulder 2.5 m long, double clip (bridge clip), single clip, m.s. tube 40 mm dia, coir pith compost, foundations,footings, bases of columns, ect for mass concrete , stone for masonry work, fine sand (zone iv), interlocking c.c. paver block (80 mm thick, m-30), stone aggregate(single size) 06 mm nominal size, structural steel such as tees, angles, channels and r.s. joists, red oxide zinc chromate primer, adjustable span eso+si (2.35-3.40), adjustable telescopic prop 3 m (2.02-3.75m), stone aggregate(single size) 10 mm nominal size, twisted steel/deformed bars, through and bond stone size 24 x 24 x 39cm, adjustable telescopic prop 3 m (2.02-3.75m), beam clamp 300-380 mm (450-1070 mm), solid blocks of size 30x20x20cm, average rate of mild steel round bars for reinforcements, stone aggregate(single size) 06 mm nominal size, mild steel round bar 12 mm dia and below, flats up to 10 mm in thickness, mild steel round bar above 12 mm dia, hollock wood in planks, kiln seasoning of timber, bright finished or black enameled mild steel butt hinges 100x58x1.90 mm, bright finished or black enameled mild steel butt hinges 50x37x1.50 mm, bright finished or black enameled mild steel screws 40 mm, bright finished or black enameled mild steel screws 20 mm, mild steel tubes hot finished welded type, welding by electric plant, water thinnable cement primer for interior wall surface, having voc content less than 50 gms/litre, galvanised steel j or l hooks 8 mm dia, bitumen washer, g.i. plain washer thick, precoated aluminium trafford sheet 0.450mm thick, polyethylene water storage tank with cover and suitable locking arrangemnet, vitreous china flat back wash basin 630x450 mm, 15 mm c.p.brass tap, c.p. brass waste 32 mm, c.i. bracket for wash basin and sinks, pvc pipe 15 mm outer dia. 12kgf/cm2, water thinnable cement primer for interior wall surface, having voc content less than 50 gms/litre, water proofing cement paint, galvanised wire mesh of average width of aperture 1.4 and nominal dia. of wire 0.63 mm, wire nails, epoxy paint, hollow blocks of size 40x20x20cm, vitreous china orrisa type w.c. pan size 580 mm, flushing cistern p.v.c. 10 lts capacity (low level) (white) (with fittings, accessories and flush pipe), 100 mm s.c.i. trap with vent heel, vitreous china flat back wash basin 630x450 mm, 15 mm c.p.brass tap, c.p. brass waste 32 mm, c.i. bracket for wash basin and sinks, ceramic glazed tiles ist quality minimum thickness 5 mm in all colours shades and designs except burgundy, bottle green black, ceramic glazed tiles ist quality 300 x 300 mm in all shades and designs of white, ivory, grey, fume red brown etc., pvc pipe 15 mm outer dia 10kgf/cm2, pvc pipe 25 mm outer dia . 12 kgf/cm2, pvc pipe 110 mm outer dia 6kgf/cm2, factory made door frame size 50x47 mm with wall thickness 5 mm made of single piece extruded profile, deharadun white lime, pink primer (for wood), solid blocks of size 30x20x15cm, mild steel tubes hot finished welded type, pvc pipe 63 mm outer dia. 4 kgf/cm2, pvc pipe 50 mm outer dia.6kgf/cm2, aracanut post, gi trafford profile sheet 0.35mm thick, galvanised steel bolts & nuts 6 mm dia and 25 mm long round head with slots, second class kail wood in planks, second class kail wood in scantling, safeda ballies 125 mm diameter, pvc pipe 40 mm outer dia. 6kgf/cm2, pvc pipe 63 mm outer dia . 6kgf/cm2, g.i pipes 50 mm dia, g.i. pipes 40 mm dia, pvc pipe 25 mm outer dia. 10kgf cm2, anjili wood scantls, galvanised steel corrugated sheets.
|
Value :
INR 5.67 Cr
*
|
INR 56.75 Mn
*
|
Due Date :
6 Days to go
|
28/05/2022
|
|
TID :49541723
Kerala
|
|
|