Panchayat Raj Engineering Department Tender

Building;Flooring with vitrified tiles of 1st quality and of size 600 x 600 mm and thickness between 8-10 mm 1st quality conforming to IS:13711, IS:13712, IS:13630, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost and conveyance of all materials like cement, sand, and water and flooring tiles etc., complete, including over heads & contractor profit, labour charges etc., complete for finished item of work, but excluding VAT and seignorage charges.(50% Natural Sand+50% Manufactured Sand)

Building;Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:5) and top coat of 4mm thick in CM (1:3) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., complete for Uneven Surfaces of Brick Wall for finished item of work. (APSS 901,903 & 904)

Building;Ornamental plastering of 12mm thick with CM (1:3) including cost and conveyance of all material and labour charges, over heads & contractor profit, all operational, incidental such as scaffolding charges, lift charges, including cutting of Grooves,finishing, curing, but excluding VAT and seignorage charges, etc., complete for for finished item of work. (APSS 901,903 & 904) (CSSR) for CEILING PLASTERING.(50% Natural Sand+50% Manufactured Sand)

Building;Supplying and fixing of Iron Welded Grills including cost and conveyance of all materials and labour charges etc. complete

Building;Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) 3 track sliding windows with mesh shutter provision ? (only 2-glass shutters) duly manufactured using UPVC reinforced profiles (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin) of (80 mm x 52 mm)/ (94 mm x 45 mm) x 2.20 mm for outer frames, (54 mm x 38 mm)/(39 mm x 58 mm) x 2.20 mm for sliding shutter frames capable of mounting single glazing system, structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.0/1.2 mm prefabricated & welded through fusion welding. The window sash shall be fitted with 5 mm thick clear float glass of reputed make duly fixed with Grey colour TPV Gasket for sash & Glazing bead shall be co-extruded with Grey colour soft PVC. System shall have single point locking with Touch Lock and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site complete for finished item of work

Building;Supplying and fixing of 30 mm thick Factory made Both side prelam solid panel pvc Door shutter, comprising of frae made out of MS tubes of 19 gauge thickness and size of 19mmx19mm for stiles, top and bottom rails. MS. Frame shall have a coat of steel primers of approved make and manufacute. MS. Frame covered with 5mm thick heat molded prelam pac 'c' channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 450 angle ion either side forming stiles, and 5mm thick 95 mm vide prelam pac sheet out of which 75mm shall be flat and 20mm shall be tapered in 450 on the inner side to form top and bottom rail 115mm wide prelam pac sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top bottom and lock rail shall be provided wither side of the panel. 10mm (5mmX2)thick, 20 mm wide cross pac sheet shall be provided as gap insert for top and bottom rail paneling of 5mm thick both side prelam pac sheet to be fitted in the MS. Frame welded/sealed to the stiles & rails with 7mm (5mm+2mm) thick x 15mm wide pack sheet beading on inner side and joined together with sol

Building;Supply and fixing of salwood Door frame and Flush shutter of size 1.00x 2.10 mt with frame and 30mm thick flush shutter as per approved design with fixtures of holdfasts, aldrop, butt hinges, Door stoppers, Tower bolts, handles with necessary screws complete including cost and conveyance of all materials and labour charges etc. complete as per SPECIFICATIONS (APSS NO 1001&1002)

Building;Supply and fixing of Medium teak wood Door frame and shutter fully panniled door of size 1.20 x 2.10mt with frame and shutter as per approved design with fixtures of holdfasts, aldrop, butt hinges, Door stoppers, Tower bolts, handles with necessary screws complete including cost and conveyance of all materials and labour charges etc. complete as per specifications (APSS NO.1001 & 1002)

Building;Supply and filling of gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) including cost and conveyance of all material and labour charges, and contractors profit & over heads but excluding seignorage charges and VAT etc., complete.

Building;Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504). (50% Natural Sand+50% Manufactured Sand)

Building;Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including over heads & contractor profitcost and conveyance of all materials and all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab but excluding VAT and seignorage charges etc,, complete for finished item of work (50% Natural Sand+50% Manufactured Sand)

Building;Roof Slab 125mm thick

Building;Roof Beam

Building;Sunshades

Building;Lintels

Building;Columns

Building;Plinth Beam

Building;Pedastal

Building;Footings

Building;Plain Cement Concrete corresponding to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations (APSS No. 402)

Building;Plain Cement Concrete corresponding to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations (APSS No. 402)

Building;Earthwork work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, labour charges such as shoring sheeting, planking, strutting, etc,. Complete for finished item of work including seigniorage excluding dewatring charges etc., as per SS-20B (APSS308)