Rural Engineering Department Tender

Cement Concrete with 4cm gauge B/B, F/Sand of 1.25 F:M cement proportion 12:6:1, I/C supply of all matrials Labour T.&P. etc.I/C in all camp. (S.I.No. 273)

M-150 class Brick Work in 1:4 cement, C/sand mortar in foundation etc.I/C in all comp. of the work (S.I.305).

12mm thick plaster in 1:4 cement & approved C/Sand 2.25 F.M.mortor etc.I/C all at siteS.I.No.584

P.C.C. 1:2:4 with cement c/sand &20mm stone gritt I/C labour material T&P I/C all complete.S.I.No -279(a)

R.C.C. with 20mm gauge stone grits /stone ballast apporved c/sand cement proportion in 4:2:1,i/c supply of all material labour and T&P etc.i/c all comp. of the work in Slab S.I.No.284

Mild steel Iron work such as R.C.C.Work i/c all at site as per S.I. N0 504

Construction of granular sub base by providing well graded materials spreading in uniform with motor grader / Tractor mounted appropriate equipment on prepared surface mixing by mix in place method with Rotavater at OMC & compacting with smooth MORD Specification 401

Providing laying spreading & compacting machine crushed stone ballas of app.quarry of hand packing with power roller 8to10 tones in stage to proper grade & camber applying & brooming with crushable screening bound to protect edge lighting gaurding barricating etc. i/c cost of materials labour T &P etc.reqd.to proper completion of work as per MORD (G3)

Construction of un -reinforcement and construction joint only plain cement concrete pavement thickness as per design over prepared sub bace with 43 grade cement are any other type as per class 1501.2.2 (1:1½:3) coarse and fine aggregate confirming to IS 383 maximum size of coarse aggregate not exceeding 20MM Mixed in a concrete mixture less than 0.20 Cum capacity and wieght batches using approved mix design lead in approved mixed side form work (Steel channel) laying and fixing up 125 micron polythene film vedges Steel plates including lebelling the form work as per drawing spreading the concrete with sholves racks compacted using needles screed and plates vibrator and finished in a continous of optration including provision of the construction and expansion construction joint as per norms applying debonding strips primer sealant dowel bars near approach price to bridge culvert construction joint as approved curing of concrete slab 14 days working compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 including cost of polythene steel and dowel bar and also including complete shifting of the material concrete m30 as per SI No New Item no 9(1) of ch 20

S/F of M.S. Sign-Board(weight50.51 kg.) made up of 40X40X6 mm angle Iron ( vertical post of Length 2.75 m)40X5 sq mm flat cross angle 1 mm thick M.S. sheet (1.20x0.90sqm) i/c excavation of pit (0.45x0.45x0.45 mm),10 cm thick cement concrete 10:5:1 with B/Ballast, Fine Sand & cement,cast cement concrete 1:2:4 with cement,c/sand & 20 mm stone grits (0.35x0.35x0.35 mm),both side, two coats painting , letter writting upto 2.50 cm size (225 nos) etc complete as per standard drawing & direction of E/I @Rs 4800/-each

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