Tender For New Construction Work Of Khalilabad Scheduled Basti Link Road From Khillupur Road - Part-AConstruction of Embankment with material obtain from Borrow pits.Construction of Embankment withapproved material obtain from Borrow pits with all lift and lead, transporting to site ,spreding grading to required slope and compacting to meet requirement of Table-300-2 (Excluding G.S.T.) 2 Granular sub-base with well graded material (400.1) By Mix in Place Method (for Grading-1 material) Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader 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. (Excluding G.S.T.) 3 W.B.M (Grade-2)Providing, laying, spreading and compacting stone aggregates of specific sizes 45-63mm to water bound macadam (G-2) specification including spreading in uniformthickness hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming Stone dust to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-2 as per Technical Specification Clause 405. (Excluding G.S.T.) 4 W.B.M (Grade-3)Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam (G-3) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone dust to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405.(Excluding G.S.T.) 5 7cm wide brick edging on both side of road with first class M-150 bricks laid on edge with mud mortar including labour and supply of brick finished to required tamplate and proper alingment and including dressing ramming the excavated earth as directed by E/I S.I. No. 765(Excluding G.S.T.) 6 Providing and applying prime coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502.(Excluding G.S.T.) 7 Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503. (Excluding G.S.T.) 8 Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1)mm aggregates either using penetration grade bitumen VG-10 at the rate of 1.46 kg per sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. (Excluding G.S.T.) 9 Providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. (Excluding G.S.T.) 10 Same as above item No. 1 but earth work in patri in ordinary soil. As per direction of E/I.(Excluding G.S.T.) 11 Part-BMaintainance of Bituminous surface road and/ or gravel road and/ or WBM road including filling potholes and patch repair etc, Restoration of raincuts and dressing of side slopes /berms, Making up of berms/ shoulders, maintenance of drains, maintenance of culvert, maintenance of guard rails and parapet, maintenance of road singns, speed breakers, standing tree adjacent to road wherever required, maintenance of 200 m and kilometer stones, cutting of branches of tress, shrub and trimming of grass and weeds etc, white washing of parapets including CD work, painting of guard stones, Re-Fixing of displaced guard stones.Total of Work Amount 1 to 10 (Excluding G.S.T.) 12 Maintainance of First Year (@0% of Total Work Amount of 1 to 10) 13 Maintainance of Second Year (@0.75% of Total Work Amount of 1 to 10) 14 Maintainance of Third Year (@1.5% of Total Work Amount of 1 to 10) 15 Maintainance of Fourth Year (@2.25% of Total Work Amount of 1 to 10) 16 Maintainance of Fifth Year (@3% of Total Work Amount of 1 to 10) 17 PART-C (2.00m R.C.C Culvert)Earth work in excavation by machanical means (Hydraulic excavator)manual in foundation in soil mixed with moorum/kanker/over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan )including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.(D.S.R 2.6.1) All kinds of soil 18 1:4:8 (1 cement :4 coarse send (Zone -III) derived from natural sources :8 grated stone aggregate 40 mm nominal size derived from natural sources) (D.S.R 4.1.8) 19 Cement concrete flooring 1:2:4(1 cement : 2 coarse send :4 greaded Cement aggregate )finished with a floating coat of neat cement,including cement slurry ,but excluding the cost of nosing of steps etc. complete D.S.R 11.3.1 40 mm thick with 20 mm nominal size stone aggregate 20 Brickwork with common burnt clay F.P.S.(non modular)bricks of class desigantion 705 in foundation and plinth in:6.1.1 Cement morter 1:4(1 cement :4 coarse send) (D.S.R 6.1.1) 21 Reinforced cement concrete work in beams.suspended floors ,roofshaving slope up 15 landings. Balconies, shelves, chajjas, lintels, bands, plain window stills, staircases and spiral stair cases above plintel, level up to floor five level.excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3(1 cement:1.5coarse sand (zone-III)derived from naturalsources:3graded stone aggregate 20 mm nominal size derived from natural sources). (D.S.R 5.3) 22 Steel reinforcement for R.C.C. Work including straightening. Cutting,bending placing in position and binding all complete upto plinth level.DSR 5.22.1 Mild steel and medium Teansil bars 23 Earth work inembankment in Approaches in ordinary soil excavation to be the form of regular pits not exceeding ½ meter (20”) in depth and earth work in enbankment to be in 20cm (8”) layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5”) lift and 30m (100’) lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100’) distance as directed by the E/I.
