Directorate Of Town Panchayats Tender

Cement concrete of grade M20 using hard broken aggregate of maximum nominal size of 20mm HBG and down grade to I.S specified grading, mixed in mixer machine including dewatering the placement site, laying the concrete in layers and in bays, vibrating, compacting and finishing the surface with all leads and lifts, watering, curing complete to attain the profile and strength as specified inthe drawings and specification for various depths and heights below and above ground level complete as directed by the Engineer complying with specification

Providing and Placing Reiforced Cement concrete of grade M30 using hard broken aggregate of maximum nominal size of 20mm HBG and down grade to I.S specified grading, mixed in mixer machine including dewatering the placement site, laying the concrete in layers and in bays, vibrating, compacting and finishing the surface with all leads and lifts, watering, curing complete to attain the profile and strength as specified inthe drawings and specification for various depths and heights below and above ground level complete as directed by the Engineer complying with specification

Providing and fixing seepage pipes of 100mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900 mm dia. semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., complete to drain the backfill in the abutments and wings. .

Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete. -1 Sqm

Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete- 1Cum.

Filling behind Abutments and wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete. -1 Cum

Providing construction, contraction and lift joins in masonry, concrete including cutting, jointing the Mastic Pad of 20mm thick (1.04kg of Asphalt & 0.23sqm of masticpad required for 1 Rmt) at the joints including the filling the joints with mastic filling as specified in the drawings directed by the engineer copying with standard specifications. drawing and specification as directed by the departmental officers for Wing Walls.

Supplying, Fabricating and placing in position of ribbed steel bars of various diameters for all reinforced concrete works, including cost of rods and binding wire, labour charges for cutting the rods to the required lengths, bending, tying and fixing in position of various depths and heights below and above ground level complete as directed by the Engineer complying with specification.

Wearing Coat with Cement concrete of grade M30 (1:1.2:2.4) using 20mm including cost and conveyance of all materials, labour charces, vibrating charges including curing, finishing etc., complete as per standred specifications and directed by departmental officers.

Providing and fixing of cast iron drainage spouts 100mm dia. as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia. drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc., complete.

Supplying and erecting water tight steel centering for sides and soffits including supports and strutting upto 3.29 M height for plain surface such as RCC slab, vertical slabs, side slabs of RCC works with all cross bracings using mild steel B.G. 10 gauge sheets of size 90cmx60 cmx 10 gauge stiffend with welded mils dteel angels of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) joists of size 10 cmx6.5 spaced at about 90 cm centre to centre and supported by casurina props of 10 cm to 13 cm dia spaced at 75 cm centre to centre etc; complete complying with standard specification and as directed by the Engineer incharge of work (The retrieved materials should be taken back by the contractor). The payment should be made after the concrete is laid. Centering for up to 1.10 M Height with 1/3 strutting

Centering Up to 3.29M height

Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer using Carted Eath with a lead of 3km for formation of Approach Road. 97% Compaction

100% Compaction

Providing and laying Gravel soling for 150mm thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in ;one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers.

Supply of NP3 lass RCC Pipe Confirming to IS 458/2003 including Cost of Pipes on Finished Work including all other incidental charges, testing charges including unloding, transporting and delivery in good condition at work Site etc., complete, as directed by the Departmental officers as per standard specifications.

Hoisting and fixing of NP3 lass RCC 900mm dia Pipe and collars in proper gradient including all other incidental charges etc., complete, as directed by the Departmental officers as per standard specifications.

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of materials, labour charges, rentais for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5.

Providing and laying Prime Coat over WBM/WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to bituminous construction over it, including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5.

Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5.

Providing laying 50mm Consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm, 0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36 and below size IRC Metal with 37kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver Finisher, Vibratory roller and all other tools and plant required, including fuei and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.

Providing and laying Bituminous Concrete to 30/40mm using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver Finisher, Vibratory roller and all other tools and plant required, including fuei and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.