Active tenders in Accommodation

food and accommodation arrrenagements.

provision of arboriculture work of married accommodation project (phase-ii) in jorhat military station under ge jorhat

providing enabling conditions like accommodation, fooding and transportation of csir cimfr personals at unloading end of sgtps, mppgcl, birsinghpur in line of bilateral agreement

provn of stp for married accn phase-ii at af stn barnala under ge (p) af halwara

repair and replacement of tiling and routine internal cleaning of rcc/pvc over head tanks and certain repairs to gi tubing, pvc pipes and water tanks of married accn at ins shivaji lonavla

analysis design detailing and supply of complete structural for the work of provn of deficient md accn or dce mes personnel at ins katabomman

consultancy of preparation of estimate of buildings in respect of provision of deficient accn including guard room at hq mupsa camp location at lucknow

job work required for handling and conveyance /transportation of water through bowsers under the area of age (u) water supply no ii (for officers qtrs and jcos / ors married accommodation) under ge (u) water supply delhi cantt for drinking purpose

construction of married accommodation for coast guard officers mess cgom , nellathur village, kirshnapatnam, nellore district, a.p sh providing inspection vehicle to the office of assistant engineer electrical, nellore.

supply of 1 architecture drawingssupply of the following as per description for the project provn of provn of otm accn for med regt(ph-i) at penangla for the following buildings :- (a) mess (club) for jcos (for21-40 )(359.96 sqm),single living accn for 08 jcos(346.20 sqm) and scooter shed for 08 jcos(stilt floor-49.20sqm.(g+2) plinth area = (359.96+346.20+49.2)=755.36sqm (b) sm barrack 09 havs and 56 ors(g+3) plinth area = 1381.81sqm (c) office and administrative accn and parking spece for adm block(g+3) plinth area = (667.43+1006.84+419.28)= 2093.55 sqm(d)guard house and ancillaries (s/s) plinth area = 221.30sqm (e)armouries ans saa store (s/s) plinth area = (255.27+43.20)= 298.47 sqm total plinth area=(a+b+c+d+e) = 4750.49 sqm (a) consul for prep and submission of self-sufficient detailed arch drawings in auto cad for the above mentioned build as per sound arch practices/nbc norms and as per approved line plans / approved bps / as per zonal spec and std/td drgs and as directed by dir (arch) of ce siliguri zone, shall be of(i) rcc frame structure(ii) roof shall be of rcc(iii) wall thick brick as per bp(iv) plinth ht as per bp(v) flooring as per bp.(vi) rcc shelves and other built in items as per bp(vii) schedule of finishes as per bp (b) supply of the following - (i) one set of drg prints in original tracing hard copy on gateway brand tracing paper (90/100gsm)(ii) a soft copy of auto cad drawings (.dwg format).(c) free of cost clarification, if any, during tender presentation till the acceptance of tender. 2 structural design and drawing structural design and drawing of buildings based on approved architectural drawings(i) single living accn for havs and ors (g+3) (ph-i)(d)hq bty (09 havand 60 ors) pa= 1381.81 sqm(ii) mess (club) for (21 to 40 ) jcos and single jcos accn (8 nos jcos) with 08 nos scooter parking (g+2) pa=755.36 sqm(iii) office and admin accn with car/scooter /cycle parking +2 garages (g+3) pa= 2093.55 sqm(iv) guard house pa= 221.30 sqm(v) armories and saa store pa=298.47 sqm(vi) structural design and drawing of retaining structure for safeguarding each of the bldg shall deemed to be included in the quoted rate. the consultant shall get preliminary layout of each building and associated retaining structure based on sub-surface investigation report approved from deptt. before proceeding for structural design.total plinth area = 4750.49 sqm 3 soil invesitgation preparation of level sheet / contour map of each of the building side upto approach road and fixing of mgl (modified ground level) for fixing of ffl of building and deptth of foundation. 4 soil invesitgation1 mobilization of necessary eqpt and man power to the project site and dismantling of the same of completion of fd work from the site. 5 soil invesitgation2 provision of four bore holes of 150mm dia each in any type of soil upto max 10 mtr or upto refusal (n=100) whichever meet first conducting standard penetration test as per is 2131-1981( reaffirmed-2016) . test shall be made at not more than 1.5 mtr interval or on change of strata whichever is less. 6 soil invesitgation3 conducting following lab test on bore collected soil sample.(i) direct/ triaxial shear test.(ii) grain distribution curves and pattern in bore holes.(iii) type of soil, c-value.(iv) bulk density.(v) natural moisture content.(vi) dry density.(vii) water table.(viii) specific gravity.(ix) atterberg limit.(x) hydrometer analysis.(xi) liquid and plastic limit.(xii) swelling index. 7 soil invesitgation4 completion of laboratory test, collection of data, calculation of gross and net safe bearing capacity and preparation of report, final copy printing and submission of report in quintuplet duly vetted by any iit/nit/govt engg college recommending following data: (a) minimum depth of foundation and type of foundation at different depth as per relevant is code.(b) gross and net safe bearing capacity for: (i) all the bore holes. (ii) shallow footing (isolated or strip or raft) minimum at two depth viz. 1.5m, 2.0m, below ngl with recommended size. (c) recommendetion for raft or pile foundation for depth of foundation more than 2.0 mtr below ngl; including size, gross and net safe bearing capacity for raft foundation, design parameters for pile foundation and cost analysis between raft and pile foundation shall be given.(d) photographic record of geo-exploration as well as testing shall also part of the report.(e) recommendation as regards possibility of liquidification of soil in case of saturated or partially saturated loose/uncompacted sandy soil.(f) swelling index and swelling pressure in respect of black cotton soil and its depth/layer. (if any)(g) depth of gr. water table (gwt) in peak monsoon (lowest) and peak summer (highest) after correlation of result with seasonal of water table in the station.(h) recommnedation for filling under floors.(j) rl of the ground level/foundation level with ref to a bm should invariabily be mentioned in the soil investigation report. 8 preparation of estimate preparation of estimate on ssr 2020 and market rates, abstract, bill of quantities (boq) and yardstick on market rate for payment purpose:-supply of the following for the project provn of provn of otm accn for med regt(ph-i) at penangla for the following buildings :-(a) mess (club) for jcos (for21-40 )(359.96 sqm),single living accn for 08 jcos(346.20 sqm) and scooter shed for 08 jcos(stilt floor-49.20sqm.(g+2) plinth area = (359.96+346.20+49.2)=755.36sqm (b) sm barrack 09 havs and 56 ors(g+3) plinth area = 1381.81sqm (c) office and administrative accn and parking spece for adm block(g+3) plinth area = (667.43+1006.84+419.28)= 2093.55 sqm(d)guard house and ancillaries (s/s) plinth area = 221.30sqm(e)armouries ans saa store (s/s) plinth area = (255.27+43.20)= 298.47 sqm total plinth area=(a+b+c+d+e) = 4750.49 sqm

provision of comprehensive annual maintenance contract for johnson goods lift installed in technical building at deal n kone eight passengers lift installed in type ii married accn at sanchar vihar dehradun

providing accommodation to deputy mayor-ii by converting existing room nos.106 & 107 at cellar floor of gvmc main office building..

undertaking modular accommodation onboard ins wb varida

const. temp. accomodation for capf at mahupadar dist. malkangiri

comprehensive b/r day to day maintenance to md/otm accn (ty and pt) at bmc under ge (c) kolkata

consultancy services for green building rating (griha3 star) for provision of deficient married accommodation for sailors at visakhapatnam

provision of consultancy services forpreparation of structural evaluation and detailed structural drawing in ro constr of md accn for 10 jcos and 232 or (ph-i 66 or) of four phs at udaipur mil stn (amwp 2020-21) under hq ce jodhpur zone

provision of consultancy services for preparation of structural evaluation detailed structural drawing detailed estimate market analysis and yardstick for stage payment in r o prov of otm accn hav and or at eme school vadodara under hq ce jodhp

providing additional accommodation to aghs khammam located at konijerla (vandm) in khammam district. .

consultancy for soil investigation for provn of married accn for rhq (nw) and icgs gandhinagar at 65 acres lekawada at gandhinagar