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| 1 | Dismentling of old cc surface including stacking of dismentied meterials with in 60 m distance as directed by the engineer-in-charge.S.I. No.- 697 |
| 2 | Dismentling of old Brick work i/c all comp. of work Chapter No.-17 , SI NO. 692 |
| 3 | Earth work Excavation i/c all comp. of work. |
| 4 | Cartage of Earth from Distance 5 km S.I. No. 2(e) |
| 5 | Concrete with 4 cm . Gauge brick Ballast fine sand of 1.25 F:M. and cement in Proportion of 12:6:1 in foundation and under floors including supply of all meterials , labour and T&P etc required for proper completion of work. (S.I. No. - 273) |
| 6 | M 150 Class Brick work in 1:4 (one cement and four core sand of 1.25 F.M. mortar)(S.I. No.-307 a) |
| 7 | 12 mm thich plaster with one part of cement and Four part of approved coarse sand.(S.I. No.-584) |
| 8 | Cement Concrete with 2 cm gauge approved stone ballast course sand and cement in proportion of 4:2:1 including supply of meterials ,labour and T&P etc. required for proper completion of work.(S.I.No.-279a) |
| 9 | Supply/ Stacking of 22.4 -53mm size stone ballast with Applling screeing Materical type B I/c cost of stone ballast,screening matterial rayality, forest Tax Loading unloading Consolidation cartage other Taxes R.R.Charges water allowance, VAT as per direction of Enng. Charge |
| 10 | Providing Tack coat with B/emulsion @ 0.2kg / sqm before leying BM & SDC layer incl Cleaning of Road surface and removal of malwa |
| 11 | Providing & laying of50 mm thick BM layer with 20 mm gauge stone grit and 3.5% B/asphalt (60/70 grade) by weight of total mix Incl. supply of all mterial labour T& P etc.. Also ncluding Charges. of Road-rollar, Paver,Dumper& T&P etc |
| 12 | P/ laying of 25 mm thick SDBC layer with 2.3 -9.6 mm gauge Stone gritwith CRMB-55, 5% by weght of total mix incl., supply of all matirial labour also Including Chag. of Road rollar, paver Machine Dumper and Including Labour T&P & all completion of work.. |
| 13 | S/Fixxing 80 mm thick Precast cement concrete I-Shape interlocking paver block a with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm)of O.P. cement ,smooth high gloss finish skid rediant. Manufactured from rubber moulds through vibro-compression machanism.the compressive strength of concrete paver block shall not be less than 30 MPA (M-30)and weight 5 kg per no. conferming to IS 15658-2006 with a 4 cm thick layer of fine sand including cost of material , labour,T&P Taxes etc required for proper copletion of the work as directed by Engineer in charge. |
| 14 | R.C.C. work with cement approved course sand and 2cm gauge approved stone gritt in proportion of 1:2:4 in slab excluding supply of reinrorcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including nes(S.I. No. 284) |
| 15 | Mild steel or iron in plain work such as reinforcementconcrete or reinfoced brick work (when not included in an over all rates )wrought to required shape as nesessory including bending for proper completion of work and including supply of all steel.(S.I No. 504) |
| 16 | Retro Reflective Signs (Type-IV Sheet) for single side Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle Iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of peir MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective \"sheet conforming to Type-IV of ASTM. D 4958-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67 2012 & proof of the same in form of govemment report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and Incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm |
| 17 | S/Fixxing of Granyte stone with B/work,plaster and diging Lettres on stone for Innogration/Lokarpan i/c all comp of work |
