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Tender For Maintenance Of Completed Scheme Under Na-Ii, South Zone.Sub Head: Repair Of Footpath, Painting Of Kerb Stone, Erection Of Railing Around Green Area And Other Misc. Works At E-1/E-2 Road, Vasant Kunj., New Delhi-Delhi

Delhi Development Authority-DDA has published Tender For Maintenance Of Completed Scheme Under Na-Ii, South Zone.Sub Head: Repair Of Footpath, Painting Of Kerb Stone, Erection Of Railing Around Green Area And Other Misc. Works At E-1/E-2 Road, Vasant Kunj.. Submission Date for this Tender is 16-05-2024. Footpath Work Tenders in New Delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

43328477
Tender For Maintenance Of Completed Scheme Under Na-Ii, South Zone.Sub Head: Repair Of Footpath, Painting Of Kerb Stone, Erection Of Railing Around Green Area And Other Misc. Works At E-1/E-2 Road, Vasant Kunj.
Open Tender
Indian
Delhi
New Delhi
16-05-2024

Tender Details

Maintenance Of Completed Scheme Under Na-Ii, South Zone.Sub Head: Repair Of Footpath, Painting Of Kerb Stone, Erection Of Railing Around Green Area And Other Misc. Works At E-1 / E-2 Road, Vasant Kunj.

Key Value

Document Fees
Refer document
EMD
INR 32934.0 /-
Tender Value
INR 16.46 Lakhs /-

BOQ Items

Name of Work : M/o Completed Scheme under NA-II, South Zone. Sub Head: Repair of footpath, painting of kerb stone, erection of railing around green area and other misc. works at E-1/E-2 road, Vasant Kunj.
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: a) All kinds of soil
2Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil.
3Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
4Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
5Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. a) Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
6Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).
7Providing and laying 60 mm thick factory made cerment concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
9Providing 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 per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
10Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work
11Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : a) One or more coats on old work
12Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: a) Cement mortar 1:6 (1 cement : 6 coarse sand)
1312 mm cement plaster of mix : a) 1:6 (1 cement: 6 fine sand)
14Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineerin-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).(a) Overhead informatory road signage
15Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
16Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge.
17Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
18Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineerin- charge.
19Finishing walls with water proofing cement paint of required shade : a) New work (Two or more coats applied @ 3.84 kg/10 sqm)
20Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
21Repair of road with polymer based instant road repair premixed bituminous concrete after cleaning & removing all loose material, all inclusive of labour, material and compaction with compacting equipment all complete as per direction of Engineer-in-Charge.
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