PROVIDING CC CULVERT

Dismantling of existing structures comprising of Reinforced Cement Concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceble material and stacking the serviceble material with all lifts and lead of 1000m as per technical specification as per SS and as directed by the departmental officer in charge of the work

Cutting the Open CC road surface with concrete saw cutter and removal with breaker including stacking the ueful material . The rate including labour charges for cutting, all incidental charges, etc., complete as directed by the departmental officer in charge of the work

Bailing out of water from the trench with oil engine driven pumpset of capacity 5 HP. The rate including hire charges of oil engine, fuel charges, wages for driver, helper, etc., complete as directed by the departmental officer in charge of the work.

Earthwork in excavation for structures 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 up to 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 as directed by the departmental officer incharge of the work

Carting the excavated Earth to a distance of 1 K.M lead by cart on M.R. including loading , unloading and stacking etc. etc., complete as directed by the departmental officer in charge of the work. (80% of earth work quantitiy)

Filling Dust in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH. The rate including cost and conveyance of all material, labour charges for filling, watering, ramming, etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniroage charges.

PCC (1:4:8) mix using 40mm size HBG metal including cost and conveyance of all materials and labour charges for mixing machine mix, etc., complete as per SS and as directed by the departmental officer incharge of the work. But excluding seigniorage charges.

V.C.C grade M 20 (Nominal Mix) using 20mm graded metal. The rate including cost and conveyance of all material, labour charges for mixing, laying, vibrating, curing, etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges. For CCC Approaches, Culvert Bed

V.C.C grade M 20 (Nominal Mix) using 20mm graded metal. The rate including cost and conveyance of all material, labour charges for mixing, laying, vibrating, curing, etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges. (walls)

RCC M- 20 Nominal mix 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, shuttering for culvert bed blocks and slabs (Slabs)

Supplying,fitting and placing HYSD bar reinforcement (FE 415) grade as per drawings and technical specification for bars below 36mm dia including over laps and wastage, where they are not welded. This rate includes cost and conveyance of steel and binding wire to work site, labour charges for cutting and bending, fabrication of steel etc., complete as per SS and as directed by the Departmental technical higher authorities.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.etc., complete as per s.s and as directed by the departmental officer in charge of the work. but excluding seigneorage charges.

Assistant Engineer

Tuni Municipality