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Scope of Work Earth work, Centering, Shuttering, PL PCC, PL CC, Disposal bldgs Malba, PL M-25 Grade Concrete
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment).(Precast C.C. kerb stone shall be approved by Engineer-in-charge).
A/R and M/O to various road under PWD Division South East Road-2 during 2026-27 (SH- Providing manholes and bell mouth on MB Road of Sub Division 24 under South East Road 2)
Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.
DEPOSIT - Women and Child Development Department-Cubicle and cupboard for Women Protection Office- 6 th floor-at Civil Station Annexe Alappuzha-General Civil Work
9.147C.1:Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm).
Erection and removal of pendals for Various functions in Dy.EE (M-III) sub - division at Tirupati for the year 2026 -27
Hire charges for providing Rain proof shelters of different spans with clear height of 14' at the ends and suitable height at centre with central unsupported span of ranging 30' to 60'. The shelter shall be provided with adequate MS girders, trusses, purlins, bracings, tie rods, anchorages, bolts & nuts etc., suitably designed with necessary anchors to the ground to withstand heavy wind and rain. The shelter shall be firmly tied with cross anchors at all required places using MS strands etc., using necessary bolts, nuts, etc., The entire roof shall be covered suitably with GI sheets/Aluminium sheets/Galvalume sheets firmly fixed to the purlins etc., with necessary bolts/screws, washers etc., so as to have perfect rain proof roof. Covering shall be made such that the shelter shall be totally rain proof during heavy rains and the rain water shall be properly drained off.(This rate is applicable when structure is provided using roof trusses.) Necessary rain water collection facility and drainage arrangement shall be made. The rate quoted is including conveyance of all materials and labour charges for fixing etc., complete.(The rate for pendals will be paid as per area of pendals measured on covering plan area). The rate is for below mentioned calendar days.
URGENT RESTORATION OF ASPHULTUM PAVEMENT AT P.G.LANE, P.DEV ROAD, M.D.LANE, J.M.LANE, SABJIBAGAN LANE ETC IN WARD-82
SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.8.Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (i) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size.Cover: 700 mm X 100 mm Frame: 910 mm X 185 mm opening: 560mm Weight: 245 kg (approx)
CONSTRUCTION OF P.C.C. ROAD FROM HARGARWA SCHOOL TO DHABALPUR IN VILLAGE -KUMRANG KALAN G.P-KASIYADIH, BLOCK-TANDWA DIST-CHATRA
Construction of dry rubble flooring at cross drainage works for relatively less important works. S.O.R. Item No. 16.09