Tender For Special Repair To Nh5 To Samala, berhampur-Odisha

Tender For Special Repair To Nh5 To Samala- 1 Clearing and grubbing road land including uprooting rank vegetation, grass,bushes,shrubs,saplings and trees girth upto 300mm, removal of stumps of treescut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 mtrs including removal& disposal of top organic soil not exceeding 150 mm in thickness including all labour, T & P, Cess, articles required for the work etc complete and direction of the Engineer-In-Charge. 2 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specification for Road and Bridge works (4th Revision) with cost of labour, T&P, cess etc. complete as per direction of the Engineer-in-Charge. 3 Providing & laying 75mm compacted thickness of WBM specification with following size of IRC graded metal of approved quality from approved quarry and spreading on the road surface uniformly metal to specified thickness and hand packing the voids with small stones to proper camber and grade conveying moorum from stacks stacked at work site or at approved stacking yard including labour charges of moorum spreading over the metal surface filling the interstices of metal and consolidation with three wheeled steel Roller 8 to 10 tonnes in stage of proper grade & camber & turfedging including hire and running charges of Roller and all other machineries including all labour, T&P and cost, conveyance royalty & taxes of all materials required for the work with cess etc complete in all respect as per specification and direction of the Engineer-in-charge.IRC Gr-III Metal 4 Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface of granular base including clearing of road surface and spraying primer at the rate of 06 Kg/sqm using mechanical clause 502 of MOSRT & H specification for road and bridge works as per direction of Engineer-in-charge. 5 Providing applying tack coat with bitumen (60/70) using emulsion pressure distributor @ of 3 Kg per 10 sqm on the prepared granular base treated with primer cleaned with mechanical broom as per clause 503 of MoRST&H including cost, conveyance, royality, cess of all materials, T&P labour, hire charges of machinaries etc complete as per direction of Engineer-in-charge. 6 Providing & laying 20mm thick premix carpet using 0.18 Cum of 13.2 mm and 0.09 cum of 11.2 mm size chips for 10sqm on road surface using 14.60 Kg. penetration grade of bitumen (80/100) for 10 Sqm over the prepared surface including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR, bitumen mixtures, tar boilers and all other T&P articles and also including cost conveyance royalties & taxes of chips and bitumen with cost of all labour charges & cess etc complete as per specification and direction of the Engineer-in-Charge. 7 Providing and laying 6mm thick pre-coated seal coat type ‘B’ using 0.06 cum of 6.7 MMsize h.b.g. chips and down graded as per sieve analysis per 10 Sqmand 6.8 Kg ofbitumen(60/70) for 10 sqm on the road surface area & rolling with PRRincluding hire and running charges of PRR and all othermachineries, cost, conveyance & royality ofmaxphalt, 6mm size hard black granite chips with all labour, T&P and Cess required for the work etc complete as per specification & direction of Engineer-in-Charge. 8 Providing and erecting direction and place identifications of semi reflective sign boards of size upto 0.90 sqm as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MORD technical Specification Clause 300, 800, 1700 as per direction of the Engineer-in-Charge (Inter Mediate Board). 9 Reinforced cement concrete M-15 grade KM stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD technical specification Clause 1703 as per direction of the Engineer-in-Charge. 10 KM Stone 11 200 mtr Stone 12 Supplying and fixing 15 cm dia 1.00 m long guard post of RCC M-20 using 3.5 Kg of steel for each guard post with 20 mm down graded granite chips including cost of all materials, reinforcement, centering, shuttering and watering etc. complete as per direction of the Engineer-in-Charge.

INR 4000 /-

INR 8400.0 /-

INR 8.40 Lakhs /-