Tender For Repair Of Link Road Kisrauli To Garhi Via Nagla Chinti. (Remaining Part) - Part-A (Bituminous Work)Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50m n depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slops and also including lift 1.5m and lead 30m the earth inform of cutting to be usedas spoil banks within 50m distance as directed by the E/I .S.I. No 253 (a) 2 Water Bound Macadam Sub-base (A) W.B.M. Grade-3 Providing laying spreading and compacting stone aggregates of specific size to water boundmacadam, specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 Km in stages to proper grad and camber, applying and brooming stone screeing/binding materials to fill-up the interstices of coarse aggretate, watering and compecting to the required density grading 3 as Per Technical specification clause 405(2) 3 Providing and applying primer coat with Emulsion SS-1 on prepared surface of granular base including cleaning of road surface and spreding primer at the rate of 0.70kg/sqm using mechincal means before Applying prime coat the surface will be cleaned with air compressor and water will also be sprinkled with water tanker to keep the surface Moist. The prime coat will be applied 24 hrs before the application of bituminous course including all Taxes, Material, Labour, T&P etc. required for proper completion of the work. as per MORD Specification No. 502 4 Providing and applying Tack coat with bitumenVG-10using bitumen pressuredistriutor at the rate of 0.30kg/sqm on the prepared primed granular/old painted surface, cleaned with Machanical broom including all Taxes, Material, Labour, T&P etc. required for proper completion of the work, as per MORD specification No. 503 (Rates Including of Bitumen VG-10) 5 Providing and laying & rolling of open graded premix carpet of 20mm thickness composed of 13.20 to 5.60 mm aggregates including mixing in a suitable plant, laying with a three wheele 80-100KN static Rooler capacity, finished to required leve & grades Bitumen @ 14.6Kg/10Sqm agea for premixing including Taxesx, Material, Labour and T&P etc required for proper completion of the work as per MORD specification No. 508 ( Rates including of Bitumen VG-10) 6 Providing and laying Seal Coat type C over P.C. surface with 6.7mm nominal size grit @ 0.90cum/10sqm with bitumen VG-10 @ 6.50 Kg/10sqm including heating of bitumen to the required tempreture and including all material labour & T&P etc. complete & Per. MORD specification No. 510(Rates including of Bitumen VG-10) 7 Brick edging on both side of the road of M-150 bricks 8cm (3) wide and 12cm (4 1/2) deep laid with mud nortar including all labour and supply of brick finished to reqired template & ramming the excavated eart as directed by the Engineer-in- Charge. 765 8 Providing & fixing Typical informatory sign board asper MORD specification and drawing. Three M.S. plate of 1.6 mm thick, top and middle plate duty welded with M.S. flat iron 25mm x 5 mmsize on back on edges. The lower plate will be welded with M.S angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cement conc. M-15 grade black of 450mm x 450mm x 600mm below ground level. All M.S. will be stove enametat on both sides. Lettering and Printing arrows, border etc.will be painted with ready mixed sign thick enamd paints of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer andtwo coats of epoxy paints as per drawing clause 1701 and annexure 1700. 9 Part-B (CC Work)Water Bound Macadam Sub-base (A) W.B.M. Grade-3 Providing laying, spreading and compactong stone aggregates of specific sizes to water bound macadam, specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming, crushable screening to full up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. (2) (C.C.work) 10 Excavating, supplying and filling of local earth by mechanical transport upto a lead upto 5Km also including ramming and watering of the earth in layers not exceeding 20 cm in trenchs, plinth, of foundation etc. complete (C.C.work) 11 CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced 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 M 30 (grade) (1:1.5:3) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification (approved Quarri grit) Ch. 20-20 (CC Work) 12 Excavation in foundation in ordinary soil (Loam, clay or sand) including lift up 1.50 M & lead upto 30m including filling watering and ramming of excevated earth upto the trenches or into the space between the building & sides of the foundation trenches orinto the plinth and remocal & disposal or surplus earth as directed by the E/I as upto a distance of 30m from the foundation trenches. (SI 251) (CC Work) 13 Providing & laying cement concrete in 1:6:12 (1 cement : 6 coarse sand : 12 graded stone ballast 40mm nominal size) & curing complete, including cost of form work. In Foundation & floors. (SI 273) A(CC Work) 14 Class -150 brick work in 1:4 cement C/sand of in foundation and plinth including supply of all materials, labour & T&P ect. Required for proper completion of the work.6-1-1 (CC Work) 15 12mm thick plaster in 1:4 cement and coarse sand mortor over brick work minium thickness not to be less than 10mm including supply of all materials labour and T&P etc. required for proper completion of the work (584 -II)(CC Work) 16 Providing and laying cement concrete in 1:2:4 ( 1 cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T&P etc, required for proper completion of the work all work upto plinth levelPWD SI.No 279 (A) (CC Work) 17 Part-A (Bituminous Work) 05 Year Maintenance Charge @15%)Routine Maitenance of road for 05 Years after the competion of work (Videshasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENCPWD. Rate Excluding of G.S.T.)1-1st Year @ Nill 18 2nd Year @ 1.50% 19 3rd Year @ 3.00% 20 4th Year @ 4.50% 21 5th Year @ 6.00% 22 Part-B (CC Work) 05 Year Maintenance Charge @ 2.50%Routine Maitenance of road for 05 Years after the competion of work (Videshasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENCPWD. Rate Excluding of G.S.T.)1-1st Year @ Nill 23 2nd Year @ 0.25% 24 3rd Year @ 0.50% 25 4th Year @ 0.75% 26 5th Year @ 1.00%
