Municipality Tender

Dismantling of existing structures RCC like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH. (For RCC Slab)

Earthwork in excavation for roads as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH (Manual)

Collection, supply and filling of Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve including cost and conveyance of all materials, labour charges, watering and compacting etc., complete as per ss under bed concrete

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture including cost and conveyance of all materials, labour charges, machine mixing charges, curing charges etc., complete as per S.S.

Providing concrete for plain/reinforced concrete (M15) in open foundations using 20 mm nominal size Graded hard stone aggregate , mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH PCC Grade M 15 (For Drain Bed Concrete)

Providing concrete for plain/reinforced concrete (M15) in open foundations using 20 mm nominal size Graded hard stone aggregate , mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH PCC Grade M 15 (For Drain Side wall concrete) For Below 600 walls (M15)

VRCC M-25 Design l mix (Cement: fineaggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shutteing for Retaining Wall.

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work as per SS and as Directed by the Departmental Authroties.( APSS No.126)

Vibrated cement concrete M 30 grade design mix using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, ting, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification and as directed by the Engineer-in-Charge

Supply of Bitumenious hot sealing compound (Grade 'A' ISI) / polysulphide and sealing the joints including cost and conveyance of all material etc., including labour charges for placing in position for contraction joints at-4.50 M interval / for expansion joints/ for longitudinal joints Os per MORTH specification No. 602

Carting away the surplus excavated earth from the work site with a lead of 2.00 Km beyond initial lead including loading, unloading and conveyance but exclding stacking charges etc., complete.