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Strengthening of Sondh Rewe Devarbija Akoli Khati Sauri (MDR-141) Road Length 16.30 k.m. including Bridges & culverts at Distt.- Bemetara (C.G.) (PART-II) (Strengthening of Sondh Rewe Devarbija Akoli Khati Sauri (MDR-141) Road Total Length 33.55 K.M. including Bridges & culverts at Distt.-Bemetara C.G.)
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A)Plant mix method (with Mechanically crushed stone only) (b) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material
CONSTRUCTION OF PROSECUTION OFFICE BUILDING AT BIHARSHARIFF IN THE DISTRICT OF NALANDA WITH ELECTRIFICATION
Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multichambered frame with in-built roller track and sash 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), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), 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, including drilling of holes for fixing hardware's and drainage of water etc.
Construction of Foot Over Bridge for Connecting of E-in-C Office to Sardar Vallabhbhai Patel Sinchai Bhawan at Canal Colony, Cantt Road, Lucknow. (Lot-05)
Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building foroccupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete,as per the Architectural drawings, as per item description, as specified, as perthe approved shop drawings and as directed by the Engineer-in-Charge. However,for the purpose of payment, only the actual area on the external face of the curtainwall with Aluminum Composite Panel Cladding (including width of groove) shallbe measured in sqm. up to two decimal places.
REPAIR TO MAN HOLE, SEPTIC TANKS, SOAKAGE WELL AND SEWAGE CLEANING FOR RR UNITS AT DHARMUND MIL STN UNDER AGE (I) BHALRA (NIT No. 33 of 2026-27)
Supply and Laying of UPVC sewage UDS (under drainage system) pipes 160mm bore single socket , all thickness not less than 4.50mm type SN-4(IS-15328) type ‘A’ heaving nominal ring stiffness should be 2KN/m2 with one collar per length of pipe with all fittings and connecting to existing manholes by cutting out and making the surface good to pipe, and incl necessary returning filling and levelling to the affected portions, the UDS pipes should meet the pressure requirements as per IS 15328:2003 complete all as specified and directed by Engineer-in- Charge.
ARBORICULTURE WORKS FOR MD ACCN MAP PH II AT AFS STN GANDHINAGAR
M&L for ploughing the ground using Tractor mounted cultivator upto a depth of 150-200 mm in both directions longitudinally followed by transverse direction including removal of exposed organic matter/debris outside MoD land then roughly levelling the ground in a slope of approx 1-1.5% for drainage all as specified and as directed by Engr-in-Charge.
Miscellaneous works of Admin Block at Marwar Medical University, Borawas, Jodhpur.
Providing and fixing of uPVC Sliding windows: Frame Made from the Extruded uPVC Window Profile Section of size 106w x 50h mm having outer wall thickness of 2.5mm (+/- 0.2mm) and 3 box multi-chamber construction, White in finish, duly reinforced with 1.2 mm thick GI section. Frame shall have three track configuration, two for sliding of window shutter and one for mosquito mesh shutter. Vertical member of frame which bears the sliding shutter load shall have aluminium rail/track for smooth sliding of shutter rollers. All the four corners shall be mitered cut & thermal welded so as to form window frame. Frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side. Shutter : The shutter of sliding window shall be made of 39w x 69h mm Extruded 3 box multi- chamber uPVC Window Profile Section of white colour having outer wall thickness of 2.5mm (+/- 0.2mm) provided with reinforcement of 1.5mm thick GI section duly mitered cut & thermal welded at all corners and fitted with uPVC glazing bead of size 22 x 20 mm with inner and outer co-extruded EPDM/TPE-E weather seal gaskets alongwith 6mm thick ISI make plain float glass. Mesh shutter shall be made of 39w x 69h mm Extruded 3 box multi-chamber UPVC Window profile section of white colour having outer wall thickness of 2.5mm (+/- 0.2mm) provided with reinforcement of 1.5 mm thick GI section duly mitered cut & thermal welded at all corners and fitted with nylon/polymer mesh and rollers/pully.