tender for general-belthek odatha balance work.-division 27-general civil work--1 drain 1.001 3.5.1:excavation in cutting in soil by manual means with lead upto 50 m excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 1.002 11.4.1.1:providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 i. p.c.c grade m 10 (i) nominal mix 1:3:6 1.003 11.4.2.1:providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 ii. p.c.c grade m 15 (i) nominal mix (1:2.5:5) 1.004 11.4.4:providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 iv. r.c.c grade m 20 1.005 11.8:supplying, fitting and placingtmt bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202 1.006 75.8.1.1.a:providing plain cement concrete for wearing coat cc 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) nominal mix (1:2:4) 1.007 od302064/2025-2026:road markers/road stud with lens reflector providing and fixing of automatic solar powered road reflectors 100x100mm fitted with lense reflectors. add 10 per cent of cost of material for fixing and installation.mm die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per bs:873 (part 4) 1973. 1.008 od303743/2025-2026:(md) providing and laying of interlocking concrete block pavements using 80 mm m40 hydraulic blocks of approved size,design & shape laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness , etc . all complete as per the direction of engineer- in-charge. 1.009 4.1.a.1:granular sub-base with well graded material (table 400.1) (a) by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. (i) for grading i material 1.01 od303967/2025-2026:engaging man coolies 2 road 2.001 od303149/2025-2026:finishing with anti skid paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.on concrete work 3 kerb wall 3.001 8.2.a:construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in m 20 grade pcc using concrete mixer on m10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in pccm20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409