Rural Development Department Tender

Excavation in foundation in laterite rock or any hard rock(other than granaite or disintegrated rock) removed by chiuselling including dressing the soil within initial lead of 50.00 mtr and as per specification approved by the department.

Providing and filling sand in foundation trenches, at the back of abutments, top of pipes with selected gravel or sand in layers not exceeding 150mm thick including watering and compacting within all leads and lifts etc. complete.

P.C.C.( 1:3:6 ) in foundation using 40 mm size H.G. metal well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.

Plain Cement Concrete PCC Grade M15 in open foundation complete as per drawing and technical specifications

A) In foundation

B) Up to Bed

Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical space between vertical post for expansion, complete as per approved drawings and technical specifications.

R.C.C. M-30 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.

(A) Wing Wall

(B) Abutments & Piers In foundation

(B) Abutments & PiersAbove Bed

Abutments & Pier Cap

(F) Dirt walls

R.C.C. M-25 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.

(A) Deck slab

(B) Road Kerbs

R.C.C. M-30 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.

Providing M.S. reinforcement for R.C.C work including cutting ,bending,binding,tying the grills and placing in position including cost of steel etc. complete.

Rough stone dry packing in approns and revtments with hard granite stone ( 30cm&above) including cost of all materials etc complete.

Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with 40mm metal providing over the entire surface behind abutment, wing wall, return wall etc. complete.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing

Construction of RCC guide posts of 200 mm dia M20 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technocal Specification Clause.

Providing and filling sand in foundation trenches, at the back of abutments, top of pipes with selected gravel or sand in layers not exceeding 150mm thick including watering and compacting within all leads and lifts etc. complete.

Providingand fixing of strip seal expansion joint cost as per SOR 2014 Post GST page-39

Providing , fitting, fixing tar papers including all cost, carriage etc complete

Providing Wall Painting with two coats Plastic Emulsion paint of approved shade on new work to give an even shade including cost of paint, labour, T&P all comp.

Providing Finished wall surface of walls with ACRYLIC Wall Putty ( water based ) of approved make and finished smooth and Even surface to receive painting including cost of materials, labour, T&P all comp.

Providing and fixing of typical MMSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1.

Clearing grass & removal of rubbish on both sides of the road to facilitate widening berms , disposal of stuff including all labours , T&P article as per specification for road & bridge work.

Dismetalling brick or stone masonary in lime or cement mortar above 3 m height including stacking the useful materials for reuse and removing the derbis within 50 m lead.

Earth work in all kinds of soil with in 50mintial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm etc. complete.

Providing granular sub-base using gravel including laying , speading in uniform layers including watering & compacting etc complete.

Construction of un-reinforced, plane cement concrete pavement of desired, thickness as per thee design, over a prepaired sub base, with 43 grade cement or any other type as per cluse 1501.2.2 M30 (Grade), course and fine aggregate conforming to IS:383, maximum size of course aggregate not exceeding 25mm, mixed in a concrete mixture of not less the 0.2 cum capacity and appropriate weight batcher using the approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 25mm micro thick polythene film, wedges steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrator and finished in the contineous operation includion provision of construction and expansion, construction joint, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14-days, water finishing to lines and grade as per drawing and Technical Specification cluse 1501.panels are to be made by cuttion grooves of 3 to 5 mm thick and 25 to 30 mm deep in CC Slab. The grooves are to be filled with VG-30 Bitumen with a spray of fine sand at top.

Earth work in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring & bracing removal of stumps and other deleterious material and disposal up to a lead of 50mtr, dressing of sides

Providing and laying boulder appron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing not less than 25kg laid dry complete as per drawing and technical specification clause 1301.