Water Spout Tenders

Central Government/Public Sector

Tender For scope of work (sow) as mentioned in tender and schedule of work( 52 )items as given below ,[1] earth wrk,excav in trench etc,watering&compacting 150.000 m3,[16] dismantling of rcc, pcc & removal of de 75.000 m3,[17] fixg,sliding/swing door,anodal 40.000 m2,[18] fixg 1-way glass to aluminium windows 200.000 m2,[19] fixg,ceramic tiles,5mm,sparteck 100.000 m2,[20] prvdg,cement punning,thk2mm 50.000 m2,[21] fixg,rain water pipe,pvc,upto dia150mm 50.000 m,[22] fixg of gammer wood shutter,thk20mm 25.000 m2,[23] fixg,suspended false ceiling&paintg 500.000 m2,[24] fixg,door shutter,thk38mm,commercial ply 10.000 m2,[25] disman,all brick wrk,upto thk127mm 25.000 m2,[26] scrpg off,old plaster 75.000 m2,[27] loadg,all kind of debris 200.000 to,[28] supplying,fitg,fixg,wooden frame 0.500 m3,[29] excav,all kind of soil,upto 25cm 50000.000 m2,[30] back filg,dumped spoil in pit etc,15cm 100.000 m3,[31] disman,brick wrk >thk127mm 50.000 m3,[32] soling,single brick flat,cl50 100.000 m2,[33] taking,false ceiling w/bead,frame 150.000 m2,[34] supply and erection pvc floor,thk2mm 1000.000 ft2,[35] fixg 60mm thick decorative paver blocks 75.000 m2,[36] prvdg,french plsng/varnishing on door 100.000 m2,[37] supply,fitg,fixg,venetian blinds 100.000 m2,[38] fixg approve lamination on door/any area 50.000 m2,[39] supply&laying chequered tile,thk30mm 100.000 m2,[40] fixg,interlock angle f/steel door,godrej 15.000 ea,[41] prvdg acoustic wall paneling,

Corporations And Associations And Others

Tender For construction of open surface drain and providing cement concrete from h.no.e-1 to e-12,e-12 to e-44, e-44 to e-152 and e-120 to e-108 in harkesh nagar ward no.177 harkesh nagar central zone

Corporations And Associations And Others

Tender For imp./construction of open surface drain and providing cement concrete from h.no.i-21 to i-41 to i-54,i-54 to e-103 to c-56 and c-56 to c-83 in harkesh nagar ward no.177 central zone.

Tender For supply of procurement of em stores and fire point stores d d -ug armoured lt xlpe cable 1100v pvc bedded galvanized steel strip armoured electric lt ug cable heavy duty with multi stranded aluminium conductor of size 70sqmm x 3 point 5 core , ug armoured lt xlpe cable 1100v pvc bedded galvanized steel strip armoured electric lt ug cable heavy duty with multi stranded aluminium conductor of size 50sqmm x 3 point 5 core , supply street light junction box size 200x160x98mm safe shock proof impact resistant weather proof dust proof rust proof having internal embedded gasket technology , supply energy efficient led light fittings cap 70w ip-66 degree of protection individuals led should have lenses of better throw across and along road range 140 to 280v , supply pvc insulated flat three core cable with aluminium conductor 1 point 5 sqmm for connecting street light fitting from junction box complete all as specified and directed , surface excavation n exc 30 cm , excavation in trenches exc 1 point 5 m depth , pcc 1 is to 2 is to 4 in foundation , pcc 1 is to 2 is to 4 in post hole , precast cement concrete block masonry type c1 1 is to 3 is to 6 20mm graded aggregate set in cement mortar 1 is to 6 with solid exc 10cm in width and setting in mortar complete , rendering 10mm thick in cm 1 is to 4 , sand filling under floor , m and l ms work angle iron framing , m and l two coats of synthetic enamel paint over red oxide primer on new steel surface including preparation of surfaces complete all as specified , m and l hard core 100mm , m and l pcc 1 is to 2 is to 4 type b1 as in floor 40mm , s and f 0 point 63 mm thick cgi sheet fixed with j or l hook , sand f 0 point 80mm thick cgi sheet ) /bid number : gem/2026/b/7348872 * /dated: 13-03-2026 & & / bid document 1 / 17

Tender For corrigendum : supply of visual inspection and photography performing a visual survey of the building and recording/maping on drawing to assess extent of spelled concrete, cracked concrete, honey combing, reinfocement corrosion, delaminated concrete etc, taking photographs and videos to collect evidence of damage to structure., ultrasonic pulse velocity test for rcc structure in accordance with is 13311 part-i 1992 by portable ultrasonic non destructive digital test equipment including chipping out plaster at strategic locations., rebound hammer test: rebound hammer test in accordance with is 13311 part-2 1992 by portable rebound hammer equipment at strategic locations., core test: core cutting and compression test for rcc structure in accordance with is:516 on rcc members. 70 mm core cutting in reinforcement concrete, core filling by speialized epoxy material/micro concrete with bond coat at strategic locations., reinforcement mapping :- reinforcement mapping test on rcc members to assess covers, spacing of bars including approximate diameter at strategic locations., chemical test for rcc structure in accordance with is 456-2000 using ready made kits and, reagents. sample collected will be from half cell/carbonation powder. (i) determination of ph value. (ii) determination of water soluble sulphates. (iii) determination of water soluble chloride contents at strategic locations., half cell potential test for rcc structure in accordance with astm c876 half cell potential to assess the probability of corrosion of reinforcement at strategic locations., carbonation test for rcc structure in accordance with bs 1881-201-1986 claus 2.22 corbonation test to measure extent of carbonation from the concrete surface at strategic locations., providing & installing standard precision tell- tales for crack monitoring & recording., providing installation 2mm thick glass strip for crack monitoring & recording., carry out excavator at 3 locations to verify size of footing on site., to assess the existing soil at founding depth by taking soil samples and carrying out shear strength test, index properties test, consistency limits & obtain sbc at founding depth geo-tech consultant., to assess the structural condition crack patterns and submit structural inspection report with remedial measures, to provide vetting report from iit mumbai with detailed calculation and drawing further submission to ce office.

Central Government/Public Sector

Tender For construction of concrete surface for coal transportation along weigh bridge and under bunker of damni ug mine under abd sub area of sohagpur area

State Government

Tender For supply of laying rough shahabad stone flooring 25mm to 30mm thick , providingthe old plastered internal surface with sand paper , providing and applying two coats of wall care putty on plastered surface , providing and applying washable oil bound distemper of approved colour and shade to old , providing and applying two coat of polymer based external paint of standard manufacture , first floor , providing and fixing m40 grade thick vibrated pull cast or similar type concrete , providing and constructing granite kitchen platform , providing and fixing 75 mm dia stabiliser pipe p.v.c. soil ventwaste , providing and fixing 100 mm dia stabiliser pipe p.v.c. soil ventwaste pipe , providing and fixing p.v.c. rain water pipes of 160mm outer diameter , providing , laying and fixing ,jointing eco drain 160 mm sn 4 nu drain upvc pipes or of equivalent make , providing and laying in trenches 25 mm dai. cpvc pipe including necessary providing, fittings. reproviding filling trenches , providing and fixing on wallsceilingfloor 20 mm dia. cpvc pipe with necessary fittings , providing and fixing on walls ceiling floor 25 mm dia. cpvc pipe with necessary fittings , providing and fixing 15 mm diameter pvc aqua kraft type of approved make super bib tap with flange including all accessories etc complete , providing and fixing screw down for 25 mm dia. wheeled stop tap of brass including necessary socketsunion nut complete. , providing and fixing screw down for 40 mm dia. wheeled stop tap of brass including necessary socketsunion nut complete. , providing and laying concrete pipes of i.s.np. class of 300mm diameter in proper line, level and slope including necessary collars, providing , providing and laying in trenches 40mm dai. cpvc pipe including necessary providing, fittings. reproviding filling trenches etc. complete , providing and constructing brick masonry inspection chamber 90cm x 45cm x 90cm including 148 cement concrete , providing dehadi rate , providing and constructing brick masonry inspection chamber 60cm x 45cm x 90cm including 148 cement concrete , providing and fixing 15cm x 10cm salt glazed stoneware gully trap in cement concrete 148 outside the building including , providing and fixing h.d.p container syntex or alike one piece moulded water tank made out of low density , providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks , providing and fixing frp fiber reinforced plastic door with shutter 25 to 30mm , providing and fixing machine cut machine polished 18 mm to 20 mm thick telephone black amba white , providing and fixing in position. as per i.s.1868 1982 aluminium sliding window of two tracks , providing and fixing solid core flush door shutter in double leaf 32 mm thick decorative type of exterior grade , providing and fixing reinforced cement concrete cover of size 60 cm x 45 cm with frame over inspection chamber etc. complete.medium duty 100 kilogram , providing and fixing 100 mm dia. chromium plated brass showers rose to 15mm dia. supply pipe including necessary bend and socket complete. , providing and erecting chain link fencing 1.6 m. height with g.i. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm , providing and fixing white glazed earthenware wash hand basin of 55cm. x 40 cm. size

Central Government/Public Sector

Tender For extension of water spouts in type-iiia buildings and allied areas inside rcf estate at chembur, mumbai- 400074

corporations/Associations/Others

Tender For 1.providing, laying and compacting of built up spray grout layer 75 mm thick. 2.providing and applying tack coat on the prepared surface. 3. providing and laying bituminous concrete using crushed aggregates of grading 1

State Government

Tender For providing and laying renewal coat using bituminious concrete 30mm thick including rectification of road surface at 10/00 to 15/00