Tender For Providing/Laying Of Dbm & Bc And C/O Drain Of 30M Wid E Road Ch.17.982 Km To Ch. 18.910 Km (Balance Work) In Sector-22D, Yea - Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brush Wood, Trees And Saplings Of Girth Up To 30 Cm Me, Gautam Buddha Nagar-Uttar Pradesh

Tender For Providing/Laying of DBM & BC and C/o drain of 30m wid eroad Ch.17.982 km to Ch. 18.910 km (Balance work) in Sector-22D, YEA - Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.UPPWD/SOR-2020/259 2 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 embankments for roads, floods banks, marginal banks and guide banks or filling up ground depressions, all leads up to 1.00 km MORTH. all kind of soil. 3 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. UPPWD/SOR-2020/16.1 4 Supplying and stacking at site90 mm to 45 mm size stone aggregate. (UPPWD/SOR-2020/16.3.1) 5 Supplying and stacking at site63 mm to 45 mm size stone aggregate. (UPPWD/SOR-2020/16.3.1) 6 Supplying and stacking at site53 mm to 22.4 mm size stone aggregate. (UPPWD/SOR-2020/16.3.1) 7 Supplying and stacking at site Moorum (UPPWD/SOR-2020/16.1.10) 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 I binding material to fill up interstices of coarse aggregate watering and compacting to the required density (UPPWD/SOR-2020/16.4) 9 Providing and applying Prime coat with Bitumen emulsion prepared surface of granular base including cleaning of road surface and spraying 10 Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using vg-10 distributer including preparing the surface &cleaning with mechanical broom.with rapid setting bitamen emulsion-onW.B.M/W.M.M @ 0.25 kg/sqmUPPWD/SOR-2020 11 Providing and laying dense graded biturnen macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 60/70 @ 4.25% of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause! 507 complete in MORTH/503(UPPWD/SOR-2020) all respects.50mm compacted thickness with bitumen peretration of 60/70 @ 4.25% by weight of total mix 12 Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 per cent of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause 509 complete in all respects. MORTH/503(UPPWD/SOR-2020)40mm compacted thickness with bitumen penetration of CRMB-55 @ 5% by weight of total mix 13 Drain workEarth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom Lifts up to 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead off 50 m. All kinds 2020/A.R./YEIDA) of(UPPWD/SOR-Depth from 0.0 to 1.5m below G.L 14 Depth from 1.5 to 3.0m below G.L 15 Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level (Cast-in-Situ)1:4:8(1 cement:4coarse sand:8 graded aggregate 40mm nominal size) UPPWD/SOR-2020/4.1.8 16 Providing & laying in position specified grade of reinforced cement concrete excluding the cost of centring & shuttering for all work up to plinth level in 1:1.5:3(1 cement: 1.5coarse sand :3 graded stone aggregate 20mm nominal size)-For Foundation upto 3.0 M(1 cement: 1.5coarse sand :3 graded stone aggregate20mm nominal size) (UPPWD/SOR-2020/5.1.2) 17 Centering & Shuttering including strutting. propping etc and removal of form work for.Foundation footing bases of column etc. (UPPWD/SOR-2020/5.9.1) 18 Suspended Floors, roofs, landings, balconies, and access floors. (UPPWD/SOR-2020/5.9.3) 19 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (UPPWD/SOR-2020/5.9.2) 20 c/s i/c strutting proping etc at all level edges of slab and breaks in floor and walls above 20cm UPPWD/SOR-2020/5.9.16.2 21 Rinforcement for R.C.C. work including straightening. Cutting Bending placing in position and bending all complete upto plinth level using Hot rolled Deformed bars. (UPPWD/SOR2020/5.22.3) 22 Providing & fixing on wall face UV stablized unplasticised-PVC pipe upvc pipes (working pressure 4kg/cm2) single socketed pipe having 3.2mm wall thickness conferming to IS 13592.(PVC PIPE 110mm dia. UPPWD/SOR-2020/281 23 Earthwork in excavation by mechancal means (hdraulic excavater)/manual means in fundation t renches or drain (not exceeding 1.5m in width or 10 sqm in plan)including dressing of sides and ramming of atoms lift upto 1.5m incuding getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. 24 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 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)UPPWD SOR-2020/281KERB STONE 25 Brick work with FPS bricks of class designation 150 in foundation and plinth in:Cement mortar 1:4(1 cement, 4-coarse sand)UPPWD SOR-2020/305a 26 12mm cement plaster of mix:1:4(1 cement:4 coarse sand)UPPWD SOR-2020/13.4.2 27 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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 per direction of Engineer-in-charge (length o 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 28 White washing with lime to give an even shade:New work (three or more coats)UPPWD SOR-2020/13.37.1 29 Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 150 UPPWD SOR-2020/16.7.1 30 2.5 % of the total amount for Maintenance

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	04-03-2025	Corrigendum	Date	17-03-2025
2	18-03-2025	Corrigendum 2	Date	26-03-2025

INR 5335 /-

INR 713000.0 /-

INR 3.52 Crore /-