Rural Engineering Department

Tender For Construction Of Road At Gram Pali Chatmara Marg To Uchti Sarhad. - Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. DSR/PWD Spec 2.25 (a+b) chap-4 3 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil. DSR/PWD Spec 2.1.1 chap-4 4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:6:12 (1 Cement : 6 coarse sand (zone-III) derived from natural sources : 12 graded brick aggregate 40 mm nominal size derived from natural sources) DSR/PWD Spec (SCH)-273 chap-5 5 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)DSR/PWD Spec 6.1.1 chap-6 6 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR/PWD Spec 13.4.1 chap- 13 7 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)DSR/PWD Spec 4.1.3 chap-5 8 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)DSR/PWD Spec 5.1.2 chap-5 9 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR/PWD Spec 5.22.6 chap-5 10 Providing,Laying,Spreading and compacting stone aggregates of specific sizes to water bound macadem specification including spreading in uniform thickness,hand pcking,rolling with smooth wheel roller 8-10 KN in stages to proper grade and camber.applying and brooming stone screening /binding materials to fill-up the interstices of course aggregates,watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 11 Providing,Laying,Spreading and compacting stone aggregates of specific sizes to water bound macadem specification including spreading in uniform thickness,hand pcking,rolling with smooth wheel roller 8-10 KN in stages to proper grade and camber.applying and brooming stone screening /binding materials to fill-up the interstices of course aggregates,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 12 Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 13 Supply of Informatory M.S.sign board 1.20 x 0.90mt. Made of 18 gauge M.S. Sheet fixed in ISA 40x40x5 mm frame supported in back side by 40x5 mm flat iron on all four side along with two vertical post of 2.15 mt. From bottom of frame of angle iron ISA 40x40x5 mm with 150 mm long horizontal leg (hold fast) at bottom braced with 40x5 mm flat iron electrically welded and painted with one coat red oxide primor SI.No. 503 14 Supply and fixing 4.00X2.50 Ft.Size Inauguration Stoneof Granite.Sanction by SE RED Knp. 15 GST WILL BE PAID EXTRA AS PER APPLICABLE GOVT. RULE