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CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA
This Estimate Amounting to Rs:-14964987.0 For is prepared for CONSTRUCTION OF COMBINED (MALE & FEMALE) HAZAT BUILDING (G+1) IN CAMPUS OF CIVIL COURT, SHEKHPURA as per refrence of above Letter. This Estimate is framed based on the estimate of technical approval, this is mainly Part wise of all structure which is seen as per "ABSTRACT OF COST" & "ESTIMATE"attached with the Estimate.The estimate for Building portion (civil work) is framed as per approved design of the different parts of the Building, PHE work, septic tank, Boring, RWH, Furniture,Fire Fighting and Electrical work (only amount) is proposed in the Estimate, the rates of furniture is based on approved rate . All the Civil works are Proposed based on The rates provided in this Estimate are as per B.C.D. Schedule of rate of Bihar Government effective from 01/01/2022.Taking in view the work importance its Technical Sanction of this Estimate is required.
LAC ADS Construction of Vemblay thodu road and culvert in ward 6 of Kuzhuppilly gramma panchayath work General Civil Work
OD34/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
GENERAL-Premonsoon Works 2026 under Bridges Section No.2 Kollam-Various Bridges-General Civil Work
Premonsoon Work 2026
Construction work of 30 Judge's residence(G+05) in the old jail premises of civil court, Jamui
Providing and fixing M.S. pipe to I.S. 1239 (Heavy class) complete with all supports & fittings like, unions, couplings, bends, elbows, tees, offsets,reducers, flanges as per table 'E' etc. to complete the work as per the requirement at site including painting with one coat of primer after surface preparartion and two coats of synthetic enamel paint, cutting and making good the walls good complete. Pipe upto 40 mm dia threaded joints with holdtite, 50 mm dia and above should be welded joint ( all type ) ( internal works/External Works).
Repairs, restoration and renovation to the CHLD Building at MPA Harbour
Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.
Construction of steel framing building G Plus 2 for advance manufacturing Robotics and Automation and advanced manufacturing Industry 4.0 and IIoT labs at NSUT Campus, Sector-3, Dwarka, New Delhi during 2026-27 Civil and Electrical work
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 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm 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 for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. 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 per the 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 curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.