Tender For Construction Of 24 And 45M(Both Carriageway) Wide Road For Approach Of Film City In Sector-21 Yea(Including 5 Years Maintenance) Wc-02, Construction Of 24Mtr. & 45Mtr. ( Both Carriageway) Wide Roadfor Approach Of Film City In Sector-21, Yea( In, Gautam Buddha Nagar-Uttar Pradesh

tender for Construction of 24 And 45M(Both Carriageway) Wide Road For Approach Of Film City In Sector-21 Yea(Including 5 Years Maintenance) Wc-02, Construction of 24mtr. & 45mtr. ( both Carriageway) wide Roadfor approach of film city in Sector-21, YEA( including 5 years maintenance) Sl. No. Item Description 1 Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in emvankments for roads, flood banks marginal banks and guide banks or fillingup ground depressions, lead up to 20km (UPPWD/SoR-2020/AR/YEIDA) 2 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm, depth, dressing to camber and consolidation with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 meters UPPWD/SOR-2020/16.1 3 Grangular Sub-BASE with Coarse Graded Material (400-1) A.Plant Mix Method construction of grnular sub base by providing close graded material, mixing in mechanical niix plant at OMC Carriage of mixed material to work at site spreading uniform layers with motor grader on prepared sursace and compacting with vibrator rollar to achieve the desired density,complete as per clause 401 for grade-1 MATERIAL. (UPPWD/SOR-2020/AR/YEIDA) 4 Providing, Laying, Spreading & competing graded stone aggregate to Wet Mix Macadam specification including Premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub-base / bace course on well prepared surface & compacting with vibratory roller to achieved the desired density as per technical specification clause 406. (UPPWD/SOR-2020/AR/YEIDA) 5 Supplying and stacking at site; 63mm to 45mm size stone aggregate UPPWD/SOR-2020/16.3.2 6 Supplying and stacking at site; 53mm to 22.4mm size stone aggregate UPPWD/SOR-2020/16.3.3 7 Supplying and stacking at site; Moorum UPPWD/SOR-2020/16.3.10 8 Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road/Vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate watering watering and compacting to the required density. UPPWD/SOR-2020/16.4 9 Prime Coat: Providing and applying primer coat with bitumen VG-10 on prepared surface of granular base including clearing of road surface and spraying primer at the rate 0.75kg/Sqm. Using mechanical means. Morth/502 (UPPWD/SOR-2020 10 Providing and laying tack coat using bitumen VG-10 conforming to IS:8887, using emulsion pressure disributer including preparing the surface & cleaning with mechanical broom. On W.B.M/W.M.M@ 0.25kg/sqm VG-10( UPPWD/SOR-2020/AR/YEIDA) 11 Close graded premix surfacing /Mixed seal surfacing Providing, Laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm (type-A) or 13.2mm to 0.09mm (type-B) aggregates using penetration grade bitumen Crmb55 to the required line, grade and level to serve aswearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. UPPWD/SOR-2020 12 Earth work in excavation by mechanical means (hdraulic excavater)/manual means in foundation trenches or drain (not exceeding 1.5m in width or10sqm in plan) including dressing of sides and ramming of atoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kind of soil. UPPWD/SOR-2020/2.8.1 13 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. 1:4:8(1cement: 4 coarse sand:8 graded stone aggregate 40mm nominal size) UPPWD/SOR-2020/281 14 Brick work with FPS bricks of class designation 150 infoundation and plinth in: Cement mortar 1:4(1cement:4 coarse sand) UPPWD/SOR-2020/305a 15 12mm cement plaster of mix: 1:6 (1cement:6coarse sand) UPPWD/SOR-2020/13.4.2 16 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as perdirection of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). UPPWD/SOR-2020/16.69 17 White washing with lime to give an even shade: New work (three or more coats) UPPWD/SOR-2020/13.37.1 18 Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50mtr. With common burnt clay F.P.S. (non modular) bricks of class designation 150UPPWD/SOR-2020/16.7.1 19 Add 2.5% maintenance charges for five years

INR 4960 /-

INR 637800.0 /-

INR 3.18 Crore /-

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