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Maintenance Of Various Scheme Under Nazul A / C-Ii ( Ez ) . Sh - Providing Barrier Free Accessibility For Pwds At Green Belt Sarita Vihar And Ashoka Park., Shahdara-Delhi

Delhi Development Authority-DDA has published Maintenance Of Various Scheme Under Nazul A / C-Ii ( Ez ) . Sh - Providing Barrier Free Accessibility For Pwds At Green Belt Sarita Vihar And Ashoka Park.. Submission Date for this Tender is 06-07-2022. Barriers Tenders in Shahdara Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

32876515
Maintenance Of Various Scheme Under Nazul A / C-Ii ( Ez ) . Sh - Providing Barrier Free Accessibility For Pwds At Green Belt Sarita Vihar And Ashoka Park.
Open Tender
Indian
Delhi
Shahdara
06-07-2022

Tender Details

Maintenance Of Various Scheme Under Nazul A / C-Ii ( Ez ) . Sh - Providing Barrier Free Accessibility For Pwds At Green Belt Sarita Vihar And Ashoka Park.

Key Value

Document Fees
Refer document
EMD
INR 55985.0 /-
Tender Value
INR 27.99 Lakhs /-

BOQ Items

Name of Work:M/o various scheme under Nazul A/C-II (EZ). Sh:- Providing barrier free accessibility for PWDs at Green belt Sarita Vihar & Ashoka park.
Sl. No. Item Description
1Earth 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. a) All kinds of soil
2Providing 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)
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
4Providing 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)
5Centering and shuttering including strutting, propping etc. and removal of form work for : a) Foundations, footings, bases for columns
6Brick 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)
7Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
8Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
9Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).a) Ordinary cement without any pigment
10Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : a) 25 mm thick
11Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
12Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :a) In cement mortar
13Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :a) Cement mortar 1:6 (1 cement : 6 coarse sand)
14Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : a) Cement mortar 1:6 (1 cement : 6 coarse sand) )(Stone will be provided by the Deparment).
15Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : a) Raised and cut pointing
1612 mm cement plaster of mix :a) 1:6 (1 cement: 6 coarse sand)
17Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
18Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work
19Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work
20Finishing walls with water proofing cement paint of required shade : Old work (one or more coats @ 2.20 kg/10 sqm) complete.
21Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
22Dismantling, cutting & relaying of existing bajri paths and making good the same including supply of extra quantities of brick aggregate, moorum and red bajri required.
23Providing 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 for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
24Providing and laying tactile tile (M30 grade) such as directional,warning or hazardous(for vision impaired persons as per standards) of size 300x300x50mm {45mm base+(5mm±0.5mm) thick raised portion} having water absorption less than 6% and conforming to IS:13801 of approved make in all colours and shaded(preferably yellow/red) forfootpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. and as per harmonized guidelines and space standards for barrier free built environment for persons with disability and elderly persons issued by MoUD, Govt. of India etc.complete as per direction of Engineer-in-Charge.
25Providing and fixing in position informatory signages, Layouts on wall or on any other required structure in required design, pattern & size, with provision of multilingual text integral with 3mm thick acrylic plate in one side matt finish and pasted on 4mm thick acrylic base sheet in required contrast colour with on side matt finish duly stick together with approved adhesive tape of reputed manufacturer. Signages shall have 4mm thick laser cut acrylic relevant monograms and letters as per approved design ( in matt finish of opposite colour to contrast top sheet). The letters shall be in English with upper case san serif word fonts and in Hindi with Devnagri fonts. The letters and sign shall be inserted in the slots made in true shape and size on acrylic sheet by laser cutting. The letters of each word shall be of min. 15mm size. If required, the Braille text words shall be made with 0.50mm dia acrylic wire in white colour to be inserted in acrylic plate upto its full thickness. The Braille shall be raise not less than 0.50mm above acrylic contrast sheet. Each sign board shall be made and fixed strictly as per harmonized guidelines and space standards for barrier free built environment for DIYYANG/special able person issued by the Ministry of MOUD, Govt of India and as per approved drawings, details etc. all complete as per directions of Engineer-in-Charge. The signage board shall be fixed over Stainless steel frame & Sheet.The prepared sign board shall be fixed by excavating holes & filled with Cement concrete of mix 1:2:4 (1 cement : 2 Coarse Sand : 20mm stone aggregate). All complete, the rate shall be inclusive of all taxes, Wastage, cartage etc.(The cost of Stainless steel frame, earth work & cement concrete shall be paid separately).
26Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 4 mm thick ACP 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. 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 engineer-incharge.( Structural frame work including M.S/S.S plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). a) Overhead informatory signage
27Providing and fixing precast concrete bench (Chair type) with back. The bench consists of 2 nos. L-shape base support in gray cement colour of thickness of 100 mm back height 1000mm & front height- 450mm, base width -620mm and 5 nos. reinforced concrete planks of in red colour size 1500 x 100x 50mm and 1 no. of reinforced concrete planks of size 1500 x 200x 50 mm, manufactured by using M-30 grade of concrete & reinforced suitable to prevent damage during handling transportation, erection and long use. All parts are joined together with galvanized nuts and bolts of suitable size. All bolts are sealed after assembly. Seating length of the bench shall be 1500 mm, seating height of the bench = 450mm and total height of the bench = 1000mm bench. Top and back planks are treated with special anti corrosive, water proof coating so as to make surfaces glossy and water proof.
28Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
2930 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. a) Red sand stone
30Disposal 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.
31Note:- In case of abnormally low bids i.e. bids below 25% of estimated cost put to tender, the lowest bidder will have to deposit an Additional Performance Guarantee (Security) (APS). This APS will be in addition to performance guarantee mentioned in clause -1 and shall be deposited in the form of FDR/BG. This APS shall be = 0.75 x estimated cost put to tender Minus tendered amount.
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