e-TENDER NO. 01

Amount

Laying and Jointing PVC Pipe. Heading

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to appropriate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satiffction of Engineer-in-charge including uprooting and removing paints and jungles when and where necessry.

80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering complete, including cost of sand but excluding cost of base, subbase course & subgrade preparation) complete as per direction of Engineer-in-Charge. [Note: Subgrade CBR shouldnot be less than 5]

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per reievant is codes.

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain striking out after completion of work as per specification and direction.

Earthwork in excavation from borrow pits (land owned/arranged by the Contractor ) and depositing in layers of 250 mm. including breaking clods in embankment works and dressing complete. (Borrow pit measurement)initial lift up to 1.5 m making bunds at top as directeddepressions and ruts with an initial lead up to 50 m andto fill up back of abutments, (i) In ordinary soil with carried earth lead up to 2.0 km

Proving & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x75 mm thick made with RCC 1:1.5:3 with pakur variety stone chips reinforced with double layer IRC febric ( 75 x 75 mm mesh ) and fixed with necessary nut bolts on two RC precast posts 100 mm 1 150 mm of height 2.65 m of which top 750 mm is of section 100 x13 mm and 1.90 mt above GL & 0.75 mt GL including digging hole , repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc complete including painting two coats on both faces lettering sign marks etc as per direction of he Engineer- in- charge ( The rate inclusive of cost of reinforcement , concrete, shuttering , nuts & bolts , washer etc complete .

Adding CGST@9%

Adding SGST@9%

Adding CESS@1%

DAS TRANSPORT

BIMAL KUMAR SINHA