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Tender For Construction Of Road Inspection Path And Installation Of Solar Lights On Left Bank Of Madanpur Drain From Rd 1910M To Rd 3350M And Rd 0M To Rd 930M In Distt. West., madanpur-Delhi

Irrigation And Flood Control Department-IFCD has published Tender For Construction Of Road Inspection Path And Installation Of Solar Lights On Left Bank Of Madanpur Drain From Rd 1910M To Rd 3350M And Rd 0M To Rd 930M In Distt. West.. Submission Date for this Tender is 21-06-2023. Road Work Tenders in madanpur Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

38161242
Tender For Construction Of Road Inspection Path And Installation Of Solar Lights On Left Bank Of Madanpur Drain From Rd 1910M To Rd 3350M And Rd 0M To Rd 930M In Distt. West.
Open Tender
Indian
Delhi
madanpur
21-06-2023

Tender Details

Construction Of Road Inspection Path And Installation Of Solar Lights On Left Bank Of Madanpur Drain From Rd 1910M To Rd 3350M And Rd 0M To Rd 930M In Distt. West.

Key Value

Document Fees
Refer document
EMD
INR 868196.0 /-
Tender Value
INR 4.34 Crore /-

BOQ Items

Name of work: Other Drainage Works Sub Work:- Construction of road/inspection path and Installation of Solar Lights on left bank of Madanpur drain from RD 1910m to RD 3350m & RD 0m to RD 930m in Distt. West.
Sl. No. Item Description
1Earth 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
2Supply of earth at site including excavation royalty of earth carriage by mechanical transport including loading, unloading and banking the same in layers not exceeding 20cm in deptt, breaking clods rolling each layer with ½ tonne roller of wooden of steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankment for road, flood banks, marginal banks and guide banks or filling up ground depressions with a lead of 6.00 Km. and lifts 1.5 m./loose soil.
3Preparation 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 with lead upto 50 metres.
4Supplying and stacking at site. 90 mm to 45 mm size stone aggregate
5Supplying and stacking at site. 63 mm to 45 mm size stone aggregate
6Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate
7Supplying and stacking at site. Stone screening 13.2 mm nominal size (Type A)
8Supplying and stacking at site. Stone screening 11.2 mm nominal size (Type B)
9Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
10Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg I sqm
11Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg I sqm
12Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
13Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
14Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge.
15Providing and laying 100mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
16Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power rollerto achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
17Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
18Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
19Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
20Centering and shuttering including strutting, propping etc. and removal of form for all heights Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
21Providing 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): 3 graded stone aggregate 20 mm nominal size).
22Steel 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
23Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
2412 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
25Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
26Fabrication supplying and erection of flange mounted hot dip Galvanized octaqgonal Poles having 85 micron of 7 Mtr. Height made from 3mm thick steel plate having bottom Dia of 130 mm & top Dia of 70mm complete with window with flash cover at the height of 2.00 Mtr from the base of cable termination Block etc. and galvanization base plate of size 200mm x 200mm x 12mm thick on existing cement concrete pedestal as required including supplying and fixing of laminated sheet, DIN channel, BUS Bar and earth sheet 2 Nos. welded at suitable height as per direction of Enginer-in-charge. 2 Nos. washer, nuts and locking arrangement completed as required (make Bajaj/ Volmont/ Phillips/ Lysaght/ Consoul/ Transrail)
27Supplying and fixing of 4 Nos. 20mm x 600mm long GI foundation bolt (EN 8 grade) with nuts washer including 2 Nos. template of 3mm thick size 200mm x 200mm x 12mm thick with 4 Nos. 20mm Dia holes to match with PCD of poles base plate as required (make Bajaj/Volmont/Transrail/Crompton/Consoul)
28Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size).
29Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns
30Supplying,Installation,Testing and Commossioning of 60 watts smart integrated all in one solar light of Highly efficient IP65 LED Solar Lighting System with built-in high efficiency Solar Panel, LED Light and long-life PO4 battery with high efficiency microprocessor-based charge controller, p/r motion sensor and compact in size to be mount on pole top complete etc. as required.(make Bajaj,Havells, Helonix,Phillips,Crompton, Orient)
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