Latest tiles repair Tenders | Government tiles repair Tenders

Central Government/Public Sector

CTN :40330612

11 Jun, 2025 37.97 Lacs

Faizabad - Uttar Pradesh

Tender For corrigendum : tender for supply of supply of bakelite sheet with 1nos of 6a dp mcb and stud type connector suitable for 4cx 6sq mm cable complete as required. , supply of 25w led street light luminiare with pre die cast aluminium housing and ip 66 protection , pf greater than equal to 0.95 , thd less than 10 percent , cri greater than equal to 70 as per technical specification complete as required. , supply of lt power cable of 1.1 kv grade of following sizes aluminium conductor xlpe insulated pvc sheathed armoured cable confirming to is 7098 part-i-1988 with upto date ammendment as required. a) 3.5 c x 95 sq. mm , supply of lt power cable of 1.1 kv grade of following sizes 4c x 6sq.mm(copper conductor) , supplying and laying of following size dwc hdpe pipe isi marked along with all accessories like socket , bend , couplers etc. conforming to is 14930 , part ii complete with fitting and cutting , jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required. a) 63 mm dia (od-63 mm & id-50 mm nominal) , laying of one number pvc insulated and pvc sheathed/xlpe power cable of 1.1kv grade of following size in the existing rcc/gi/hume/metal/hdpe pipe etc. as required. a) above 35sq.mm and up to 95 sq mm , laying of one number pvc insulated and pvc sheathed/xlpe power cable of 1.1kv grade of following size in the existing rcc/gi/hume/metal/hdpe pipe etc. as required. b) up to 35 sq mm , supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required. a) 3.5c x 95 sq.mm , supplying and making end termination with brass compression gland and aluminium lugs for following size of pvc insulated and pvc sheathed / xlpe aluminium conductor cable of 1.1 kv grade as required. b) 4c x 6sq.mm(copper conductor) , itc of gi octagonal pole of following length in reinforced cement concrete 1 ratio 2 ratio 4 (1 cement 2 coarse sand 4 stone aggregate 40mm nominal size) foundation i/c excavation and refilling etc. complete as required a) 5 mtr. height , itc of 30w led street light luminiare on existing pole bracket i/c connection with 1.5sq.mm frls copper wire complete as required. , earthing with g.i. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. , providing and fixing 25 mm x 5 mm g.i. strip in 40 mm dia g.i. pipe from earth electrode including connection with g.i. nut , bolt , spring , washer excavation and re-filling etc. as required. , earthing with g.i. earth pipe 4.5 metre long , 40 mm dia including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. , providing and laying earth connections , from earth electrode with 6 swg dia , g.i wire in 15mm dia , g.i pipe from earth electrode including connection with g.i. thimble excavation and re-filling as required. , providing and fixing 6 swg g.i. wire on surface or in recess for loop earthing alongwith the existing cable as required. , design , fabrication , supply , installation , testing & commissioning of outdoor feeder pillar , cubicle type , made out of 2 mm thick crca sheet , totally enclosed , ip 55 , free standing , floor mounting , dust and vermin proof , indoor , compartmentalised , suitable for operation on 3 phase and neutral , 415 v , 50 hz ac system , including internal wiring with suitable size wires/cable , interconnection , duly powder coated painting etc. , including supply & installation of following switchgears , metering instruments and accessories in the feeder pillar as required as per attached boq in atc , shifting of 5 mtr height str

Central Government/Public Sector

CTN :40578056

24 Jun, 2025 45.00 Lacs

Tawang - Arunachal Pradesh

Tender For repair to stone masonry retaining wall and repair to hard standing paver blocks chequered tiles fencing drain and other connected maint works in the aor at 40 mtn bde and other connected maint works under ge 859 ews

State Government

CTN :40557200

14 Jun, 2025 NA

Amravati - Maharashtra

Tender For supply of cmt crt flooring 40 mm thick , providing and fixing in position tmt fe 500 bar reinforcmt , providing second class burnt brick masonry , providing internal cmt plaster 12mm thick in single coat , providing internal cmt plaster 20mm thick in single coats in cmt mortar , providing sand faced plaster externally in cmt mortar , providing and applying water proofing treatment , providing and fixing on walls ceiling floor 15 mm dia , providing and fixing on walls ceiling floor 25 mm dia. , providing and fixing on walls ceiling floor 40 mm dia. , providing and fixing p.v.c. rain water pipes of 110mm outer diameter and having wall thickness of 2.2 to 2.7 mm , providing and fixing p.v.c. rain water pipes of 160mm outer diameter and having wall thickness of 2.2 to 2.7 mm , providing and fixing 100 mm dia stabiliser pipe p.v.c. soil ventwaste pipe , providing and constructing brick masonry inspection chamber , providing and fixing mild steel grill wrk for windows, ventilators , providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm , supply and fixing of rock stone finished full body , providing and laying vitrified stone effect finish tiles having size 590 to 605 mm x 590 to 605 mm of 8 to 10 mm thickness , providing and laying antiskid ceramic tiles of approved quality of size 30 cm x 30 cm , providing and laying ceramic tiles of having size 30 cm. x 30 cm. , providing and laying telephone black amba white cadburybrown ruby red ocean brown granite stone of 18 to 20 mm thick , providing and constructing granite kitchen platform with fixing of stainless steel sink 600 mm x 450 mm , providing and fixing tbl top white wash basin of size 120x635x405mm rubber plugs and brass chain , providing and fixing white european type wallhung pan , providing c.p. handshower health faucet 1 m pvc tube with wall hock jaquar make , providing c.p. toilet paper holder jaquar make continental , providing c.p. soap dish hooker jaquar make continental , providing and fixing divertor with overhead shower , providing and fixing chromium plated towel rod 16 mm dia and 75 cm. in length including all accessories , providing and fixing 3.5 to 4 mm thick veneer finish wall panaling made out of 50 x 25 mm , providing and fixing rollar blinds ami make or approved make and shade , providing and fixing false ceiling with ecofriendly lightweight calcium silicate tiles , scrapping the old plastered internal surface with sand paper and coating. , providing and applying two coats of wall care putty on plastered surface , providing and applying plastic emulsion paint of approved quality, colour and shade , providing and applying two coats of exterior weather shield paint , providing and fabricating structural steel wrk in rolled sections like joists, channels, angles, tees , providing and fixing colour coated zinkalume r az150 , providing and applying two coats of flat oil paint , providing and fixing in position aluminum sliding vindov of 3 tr , providing and fixing solid core flush door shutter , providing and fixing single or double leaf panelled door shutter , providing and fixing in position powder coated aluminium louvered windows , providing and fixing overall 26height and 22depth,supported on aluminum pips ,troly basket made out of 5 mm ss rod ss kichen troly , providing and fixing of main tbl at 3600lx1400dx750ht made up of 18plus18mm thick mdf top with pvc membrane , providing and fixing single lair or birth of size 2025lx1000dx650h with cushn and bolster. , providing and fixing lair or birth side tbl of size 400lx 400dx 415h the lair or birth side unit is made up of 18mm thick prelam particle board with both side decorative lamina , providing and fixing dressing tbl of bid details/ 2 / 52 size 400lx 400dx 1800h. , providing and fixing wardrobe with mirror of size 900lx 600dx 1965h the wardrobe side panels and doors are made up of 18mm thick prelam particle board with both side decorative laminate. , providing and fixing cauche

CTN :40563359

05 Jun, 2025 5.77 Crore

Jhanjharpur - Bihar

Tender For state scheme (nabard)/25-26/jhanjharpur/01 - 1) construction of hl rcc bridge in karhara to malleh road over bhutia balan river-ch-2.10 km, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diameter. all complete job as per specifications and direction of e/i., providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., dismantling of reinforced concrete pile head complete as per drawing and technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m-30 mechanically mixed concrete in sub structure with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 all complete job as per design upto 5 m hieght, supply fitting & fixing elasto-meric bearing & seismic pad :-- supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weep holes in abutment cap with 100mm dia ac pipe:-- providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications., supplying, fitting and placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to the full height compacted., providing rcc m 30 grade & super structure :-- furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach slab:-- reinforced cement concrete approach slab including

CTN :40563360

05 Jun, 2025 8.02 Crore

Kishanganj - Bihar

Tender For state scheme(nabard)/25-26/kishanganj-2/02 - construction of rcc h.l. bridge in t05 to raipur to jharkhuda path (mmgsy) ch-0.030 km, h.l. bridge work, foundation, excavation for structures, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., i) upto 3m depth, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification., pile cap in rcc m-30 (using batching plant, transit mixer and concrete pump), bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., ii. 1200 mm dia (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, providing and constructing temporary earth island (assuming depth of water 1.0 m and height of island to be 1.25 m including royality for earth, providing and constructing one span service road to reach island location from one pier location to another pier location including royality for earth, carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load, a) initial load test on test pile for 2.5 times the design load specified in drawings, 1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, i) upto 5m height (using batching plant, transit mixer and concrete pump), ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8, i) sandy material, providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructure, providing and laying reinfo

CTN :40563358

05 Jun, 2025 7.15 Crore

Kishanganj - Bihar

Tender For state scheme(nabard)/25-26/kishanganj-2/01 - construction of rcc h.l. bridge in malgachh to lat at ch.-0.600 km., h.l. bridge work, foundation, excavation for structures, earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., i) upto 3m depth, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., ii. pcc grade m-15 (levelling course for pile cap), r.c.c. grade m 30 in pile foundation complete as per dwg & tech specification., pile cap in rcc m-30 (using batching plant, transit mixer and concrete pump), bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., ii. 1200 mm dia (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202, providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing, carrying out load test on any pile as per standard procedure laid down in the is:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load, a) initial load test on test pile for 2.5 times the design load specified in drawings, 1.2 m dia pile, b) routine pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total)., c) horizontal pile load test on pile for 1.5 times the design load specified in drawings, 1.2 m dia pile (2% of piles in total) ., substructure, r.c.c. grade m-30 in substructure complete as per dwg & tech specification, i) upto 5m height (using batching plant, transit mixer and concrete pump), ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), r.c.c. grade m-35 in substructure complete as per dwg & tech specification, ii) from 5m upto 10m height (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202, supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications., providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8, i) sandy material, providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, superstructure, providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications clauses 800, 1205.4 and 1205.5, ii. rcc m-30 (using batching plant, transit mixer and concrete pump), supplying, fitting and placing hysd bar reinforcement (fe 415) in superstructrue complete as per drawings and technical sp

CTN :40563355

05 Jun, 2025 8.19 Crore

Tikari - Bihar

Tender For state scheme (nabard) /25-26/tikari /01 - 1) name of work: construction of high level rcc bridge over morahar river in between mahiyarpur to kurmawaan, earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. upto 3.000 m depth, providing and constructing temporary island 16 m diasmeter all complete job as per specifiactions and direction of e/l, providing service road etc. all complete job as per specifications and direction of e/i., providing steel liner 6 mm thick for piles including fabricating and setting out as per detailed drawing., bored cast-in-situ m35 grade r.c.c. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m., dismantling of reinforced concrete pile head complete as per drawing and technical specification, providing and laying of pcc m15 levelling course 100mm thick below the pile cap., cement concrete for reinforced concrete m - 35 in pile cap complete as per drawing and technical specification, supplying, fitting and placing un-coated hysd bar reinforcement in foundation complete as per drawing and technical specifications., providing rcc m30 mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of fm-2 .all complete job as per design upto 5 m height, supply fitting & fixing elasto-meric bearing & seismic pad :-- supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to irc: 83 (part-ii) section ix and clause 2005 of morth specifications complete including all accessories as per drawing and technical specifications. elastomeric bearing & pad, providing weep holes in abutment cap with 100mm dia ac pipe:-- providing weep holes in brick masonry/plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia ac pipe, extending through the full width of the structure with slope of 1v :20h towards drawing foce. complete as per drawing and technical specifications., supplying, fitting and placing hysd bar reinforcement in substructure complete as per drawing and technical specification., back filling behind abutment, wing wall and return wall, complete as per drawing and \technical specification.(sandy material ), providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in ci. 2504.22 of morth specification of not less than 600mm behind abutment, wing and return wall to the full height compacted., providing rcc m 30 grade & super structure :--furnishing and placing reinforced/ prestressed cement concrete in super-structure as per drawing and technical specification beyond 5 m and upto 10m hieght (t beam slab), providing hysd bar in all types of rcc work:-- supplying, fitting and placing hysd bar reinforcement in super-structure complete as per drawing and technical specifications ., wearing coat :-- providing and laying cement concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications, providing rcc m30 grade in railing:-- construction of precast rcc railing of m30 grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical rcc post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications., providing drainage spout:-- drainage spouts complete as per drawing and technical specification, providing pcc m15 grade below approach slab:-- pcc m15 grade leveling course below approach slab complete as per drawing and technical specification, providing pcc / rcc m30 in approach s

State Government

CTN :40327134

05 Jun, 2025 60.06 Lacs

Chittorgarh - Rajasthan

Tender For corrigendum : supply of construction material/services for new construction and repair works masonry stone cum

Central Government And Public Sector

CTN :40534153

09 Jun, 2025 16.93 Lacs

Agra - Uttar Pradesh

Tender For repairs to jere hamam and langer khana area at fatehpur sikri, agra -supply of materials - supply of 1st quality well burnt unslaked lime in a sealed air tight bags including transportation lead, lift & stacking at site. (packing in bags 25kg & 50 kgs) (rate including g.s.t.), supply of fine crushed brick surkhi obtained from 1st class well burnt bricks including transportation lead, lift & stacking at site for measurement. (rate including g.s.t.), supply of sieved coarse sand (screened) free from lumps, dust, silt & organic impurities. including transportation lead, lift & stacking at site for measurement. (rate including g.s.t.), belgiri (rate including g.s.t.)., gum babool (rate including g.s.t.)., gur (rate including g.s.t.)., r.r. stone nominal size (rate including g.s.t.), red sand stone 65mm thick (bansi paharpur qurry).(rate including g.s.t.)., brick ballast of lakhori brick/ 1st class brick 40mm size (rate including g.s.t.), water proofing compound (rate including g.s.t.)., clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. (rate including g.s.t.), earth work in excavation by manual means in foundation trenches, including dressing of sides and ramming of bottoms, getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (rate including g.s.t.), taking out of angle iron frame 40x40x6 mm having 12mm square bar with spikes 1.25mtr high and hold fast by manual labour and stacking within 50 meters lead etc. complete in all respect. (rate including g.s.t.), taking out stone masonry manually bit by bit without disturbing to the adjoining structure including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of engineer-in-charge : in cement mortar. (rate including g.s.t.), random rubble stone masonry with hard stone in super structure in cement mortar 1:6 (1cement 6 c. sand) including pointing, t&p, scaffolding etc. complete. (rate including g.s.t.), cr stone masonry with 70% available stone and 30% new stone in super structure and plinth with cement mortar 1:6 (1 cement: 6 coarse sand), pointing, scaffolding etc. (rate including g.s.t.), providing and laying in position cement concrete of specified grade 1:2:4 (1 cement: 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size). (rate including g.s.t.), pdg. 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 (1 cement : 5 c.sand) and a top layer 6mm thick cement plaster 1:3 (1cement : 3 c.sand) finished rough with sponge. (rate including g.s.t.), repairing of old existing grills in boundary wall including supply of required materials, welding, fabricating & labour etc. complete. (rate including g.s.t.), providing & fixing m.s. gates of required pattern with angle iron frames (50x50x6)mm size graded with 10 cm c/c sq. bars 16mm size pointed at the top extra with same curved bar and each frame having gusset plate 6mm thick at corners & center and provision for hinges and locking arrangement with supply of r.s. joist (200x100x5.7)mm section for hanging m.s. gate including nut bolts, cutting fabricating welding etc. complete. (rate including g.s.t.), providing & fixing m.s. grill of required pattern with angle iron frames (40x40x6) mm size graded with square bars 12mm size 10 cm c/c pointed at the top with extra curved bar and each frame with (40x40x6)mm. size horizontal hold fast welded with lower posts and fixing angle iron vertical post (50x50x6)mm size and nut bolts including cutting fabricating welding etc. complete. (rate including g.s.t.), coursed rubble masonry with hard stone (first or second sort) in facing up to 22.50 cm thick random rubble masonry in back side in superstructure above p

CTN :39954945

10 Jun, 2025 NA

Tiruvallur - Tamil Nadu

Tender For corrigendum : re-construction of ruined 100 pillared stone masonry mandabam situated on the north-east prakaram of temple of arulmigu vaseeswararswamy temple thirupachoor village, thiruvallur dist.

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