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| Particulars | Details |
|---|---|
| Title |
Earthwork Excavation For Foundation Of Fence,Providing And Laying Boulder Soling In Foundation,Prov
|
| Description |
|
| Organisation | Department of Military Affairs | Ministry of Defence |
| Tender Id | GEM/2023/B/3661392 |
|
Reference Number |
- |
| Tender Fee | - |
| EMD | - |
| Tender Value | - |
| Place | |
| Link |
View Original Tender Notice
https://gem.gov.in/ |
| Start Date | August 05, 2023 15:30 |
| End Date |
Expired
19/08/2023
Expired 1152 days ago |
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Award of Contract & Bid Results
Technical Evaluation Results
| S.No. | Seller Name | Offered Item | Participated On | MSE/MII Status | Status |
|---|---|---|---|---|---|
| 1 | ARP INDUSTRIES | - | 18-08-2023 11:01:15 | MII MSE | Qualified |
| 2 | EKDANT DIGITIZATION | - | 18-08-2023 12:10:27 | MII MSE | Qualified |
| 3 | garuda chemicals | - | 20-08-2023 19:31:02 | MII MSE | Qualified |
| 4 | GREEN TREE ENTERPRISES | - | 14-08-2023 11:39:30 | MII MSE | Qualified |
| 5 | MEHABOOB MEERASAHEB MUDALGI | - | 20-08-2023 22:14:12 | MII MSE | Qualified |
| 6 | SCHEPPERS | - | 11-08-2023 11:10:54 | MII MSE | Qualified |
| 7 | SHANVI DEVELOPERS | - | 16-08-2023 18:30:37 | MII MSE | Qualified |
| 8 | STAR TOOL COMPANY | - | 19-08-2023 14:39:50 | MII MSE | Qualified |
| 9 | VAISHNAVI CONSTRUCTIONS | - | 18-08-2023 21:54:32 | MII MSE | Qualified |
Renovation of un-utilized water bodies sh clearing of jungle and earthwork in bed excavation etc. at kathia baba gurukul seva trust ashram at dharmanagar sub-division
Renovation of un-utilized water bodies sh clearing of jungle and earthwork in bed excavation etc. at kathia baba gurukul seva trust ashram at dharmanagar sub-division
Read moreEarthwork for excavation of trenches for laying of hdpe ugps construction of pump room construction of sump well pumping system and electric work in pump room complete at stp kot shamir tehsil and district bathinda
Earthwork for excavation of trenches for laying of hdpe ugps construction of pump room construction of sump well pumping system and electric work in pump room complete at stp kot shamir tehsil and district bathinda
Read moreSrlip-distributary package no.5-earthwork excavation, forming of embankment, providing cc lining and construction of cm and cd works of 20r distributary from km.15.500 at karivarigudem village of julurupadu (m) to km.57.285 at gollapalle (v) of laxmidevipalli (m) of bhadradrikothagudem district on main canal of sitarama lift irrigation project.
Srlip-distributary package no.5-earthwork excavation, forming of embankment, providing cc lining and construction of cm and cd works of 20r distributary from km.15.500 at karivarigudem village of julurupadu (m) to km.57.285 at gollapalle (v) of laxmidevipalli (m) of bhadradrikothagudem district on main canal of sitarama lift irrigation project.
Read moreMnklis phase ii package 3 a) enhancement of capacities of thirumaladevuni tank, laxmipur tank and earlapally tank, b) improvements and strengthening of doultabad tank, husnabad tank, kodangal tank and bomraspet tank, c) earthwork excavation, formation of embankment and lining, including construction of cm and cd works for main canals, distributaries, minors and sub minors of utkoor tank, thirumaladevuni tank, jayamma tank, kanukurthy tank, laxmipur tank, earlapally tank, husnabad tank, kodan
Mnklis phase ii package 3 a) enhancement of capacities of thirumaladevuni tank, laxmipur tank and earlapally tank, b) improvements and strengthening of doultabad tank, husnabad tank, kodangal tank and bomraspet tank, c) earthwork excavation, formation of embankment and lining, including construction of cm and cd works for main canals, distributaries, minors and sub minors of utkoor tank, thirumaladevuni tank, jayamma tank, kanukurthy tank, laxmipur tank, earlapally tank, husnabad tank, kodangal tank, bomraspet tank and gravity canal from kanukurthy tank to bomraspet tank, d) construction of lift iv comprising approach channel, pump house and pressure main at kodangal tank under makthal narayanpet kodangal lift irrigation scheme.
Read moreExcavation,excv rck dis out,excv hrd rck noblast,dismantl pcc,dismantl rcc,dismntl brick mason,availabl earth fill,ground surf dressing,shor 1.5-3m opn timb,brk flt surf 80 cl75,pcc,precast rcc,steel reinforcement,sfep str stl manual,fence brb wr,sf concertina 600mm,plaster,neat,pnt prm,painting of boundary wall - bld pnt snowcem 2c,fr scrn,pvr block,old paver block lay
Excavation,excv rck dis out,excv hrd rck noblast,dismantl pcc,dismantl rcc,dismntl brick mason,availabl earth fill,ground surf dressing,shor 1.5-3m opn timb,brk flt surf 80 cl75,pcc,precast rcc,steel reinforcement,sfep str stl manual,fence brb wr,sf concertina 600mm,plaster,neat,pnt prm,painting of boundary wall - bld pnt snowcem 2c,fr scrn,pvr block,old paver block lay
Read moreErection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse,earth work excavation for foundation in trenches to a depth of more than 3 meters,providing and laying lime concrete mixed with 50 percent lime,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones,construction of rr masonry gravity retaining wall in in lime mortar,reconstruction of rr masonry base with available stones in lime mortar,reconstruction of the fallen fortification wall in lm,back filling the breach with gravelly earth mixed with boulders with proper compaction,providing stone pitching
Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse,earth work excavation for foundation in trenches to a depth of more than 3 meters,providing and laying lime concrete mixed with 50 percent lime,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones,construction of rr masonry gravity retaining wall in in lime mortar,reconstruction of rr masonry base with available stones in lime mortar,reconstruction of the fallen fortification wall in lm,back filling the breach with gravelly earth mixed with boulders with proper compaction,providing stone pitching
Read moreErection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc for 226.80 sq mtr,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches for 24.30 cu mtr,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc for 277.38 cu mtr,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse for 35.64 cu mtr,earth work excavation for foundation in trenches to a depth of more than 3 meters for 219.51 cu mtr,providing and laying lime concrete mixed with 50 percent lime for 33.21 cu mtr,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones for 25.92 cu mtr,construction of rr masonry gravity retaining wall in in lime mortar for 283.50 cu mtr,reconstruction of rr masonry base with available stones in lime mortar for 35.64 cu mtr,reconstr
Erection of box type scaffolding by using available scaffolding pipes fixing of scaffolding pipes with nuts and bolts etc for 226.80 sq mtr,documentation and careful removal or dismantling of bulged out or cracked portion of the fort walls adjacent to the breaches for 24.30 cu mtr,removal of loose earth inside the breach and disposal of the surplus excavated earth away from the monument etc for 277.38 cu mtr,careful removal of disturbed random rubble base stones below the fort wall and stacking them for reuse for 35.64 cu mtr,earth work excavation for foundation in trenches to a depth of more than 3 meters for 219.51 cu mtr,providing and laying lime concrete mixed with 50 percent lime for 33.21 cu mtr,providing rr masonry footings in cm one in four ratio in stepped manner over the pcc bed with hard granite stones for 25.92 cu mtr,construction of rr masonry gravity retaining wall in in lime mortar for 283.50 cu mtr,reconstruction of rr masonry base with available stones in lime mortar for 35.64 cu mtr,reconstr
Read moreEarth work in excavation,pcc up to plinth level with 1 to 4 to 8,brick work for foundation and plinth cement mortar 1to4,brick masonry with common cement,steel reinforcement for r c c work fe 500d,propping for lintels beams plinth beams bressumers,centering and shuttering including strutting propping etc,centering and shuttering including strutting propping etc,centering and shuttering uncluding strutting propping etc,pcc for work up to plinth level 1 to 2 to 4,pcc for column above pl finishing and reinforcement 1 to 1 point 5 to 3,rcc for rb and roof slab,15 mm cement plaster on rough side of single or half brick,15mm cement plaster on rough side of single or half brick wall of mix 1 to 4,supply and laying of stone aggregate of size 90 mm to 45 mm,ceramic glazed floor tiles of size 300 into 300 mm,acrylic smooth exterior paint of required shade 13 point 46 point 1 new work,filling available excavated earth lead up to 50 m and lift upto 1 point 5m,wood work in frames of doors s clerestory s,glazed
Earth work in excavation,pcc up to plinth level with 1 to 4 to 8,brick work for foundation and plinth cement mortar 1to4,brick masonry with common cement,steel reinforcement for r c c work fe 500d,propping for lintels beams plinth beams bressumers,centering and shuttering including strutting propping etc,centering and shuttering including strutting propping etc,centering and shuttering uncluding strutting propping etc,pcc for work up to plinth level 1 to 2 to 4,pcc for column above pl finishing and reinforcement 1 to 1 point 5 to 3,rcc for rb and roof slab,15 mm cement plaster on rough side of single or half brick,15mm cement plaster on rough side of single or half brick wall of mix 1 to 4,supply and laying of stone aggregate of size 90 mm to 45 mm,ceramic glazed floor tiles of size 300 into 300 mm,acrylic smooth exterior paint of required shade 13 point 46 point 1 new work,filling available excavated earth lead up to 50 m and lift upto 1 point 5m,wood work in frames of doors s clerestory s,glazed
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