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Beautification Of Green Belt In Sector 5 Ue Karnal Development Of Green Belt And Const Of Pheripherial Path Laying Of Cable And Street Lightening Complete In All Respects And All Other Work Contingent Thereto Including Three Year Mtc Defect Liability, karnal-Haryana

Haryana Urban Development Authority-HUDA has published Beautification Of Green Belt In Sector 5 Ue Karnal Development Of Green Belt And Const Of Pheripherial Path Laying Of Cable And Street Lightening Complete In All Respects And All Other Work Contingent Thereto Including Three Year Mtc Defect Liability. Submission Date for this Tender is 12-10-2022. Street Lighting Tenders in karnal Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

34090950
Corrigendum : Beautification Of Green Belt In Sector 5 Ue Karnal Development Of Green Belt And Const Of Pheripherial Path Laying Of Cable And Street Lightening Complete In All Respects And All Other Work Contingent Thereto Including Three Year Mtc Defect Liability
Open Tender
Indian
Haryana
karnal
12-10-2022

Tender Details

Beautification Of Green Belt In Sector 5 Ue Karnal Development Of Green Belt And Const Of Pheripherial Path Laying Of Cable And Street Lightening Complete In All Respects And All Other Work Contingent Thereto Including Three Year Mtc Defect Liability

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 05-Oct-2022 CHANGE description Qty Unit Rate Amount Financial Bid 12-10-2022
2 05-Oct-2022 change tender fee Fee 12-10-2022
3 05-Oct-2022 CHANGE DNIT AND CONDITIONS Technical Bid 12-10-2022

Key Value

Document Fees
INR 2000 /-
EMD
INR 125460.0 /-
Tender Value
INR 62.73 Lakhs /-

BOQ Items

Name of work Beautification of green belt in sector 5 UE Karnal Development of green belt and const of pheripherial path laying of cable and street lightening complete in all respects and all other work contingent thereto including three year mtc/ defect liability period free of cost AC Rs 62.73 LacsJOB NO 260
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50m and lift up to 1.5m, as directed by Engineer-in- charge. All kinds of soil
2Filling available excavated earth (excluding rock) trenches, cum plinth, sides of foundations etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead up to 50m and lift up to1.5 m.
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work below plinth level and up to floor IV level 1:4:8 ( 1 cement : 4 coarse sand ( zone-III) :8 gradedstone aggregate 40mm nominal size)
4Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in- charge. In cement mortar
5Dismantling barbed wire or flexible wire rope in fencing including kg making rolls and stacking with in 50 metres lead.
6Dismantlingand stacking with in 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of R.C.C
7Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:4 ( 1 cement : 4 coarse sand)
812 mm cement plaster of mix 1:3 ( 1 Cement : 3 fine sand)
9Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) including the cost of required centering, shuttering complete . 1:1½:3 ( 1 cement : 1½ coarse sand (Zone-III) : 3 m ged stone aggregate 20mm nominal size)
10Providing and laying 60mm thick ISI marked interlocking Paver Blocks conforming to IS 15658: 2006 / IRC SP 63:2004 of all shapes and colours in design mix cement M 35 over the bed of 25mm thick fine sand complete in all resspect.
11Finishing walls with water proofing cement paint of required shade New work ( Two or more coats applied @ 3.84 kg / 10 sqm
12Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade
13Steel work welded in built up sections/ framed wrok, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structuaal steel etc. as required. in gratings frames guard bar ladder railings brackets gates and similar works.
14Providing and fixing precoated galvanised iron profile sheets (size, shape andpitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+0.05%) total coated thickness with zinc coating 120 grams per sqm as per IS:277, in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns, sheet should have protective guard firm of 25 microns minimum to avoid scratches during transporatation and should be supplied in single length up to 12 meter or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling/ self tapping screws of size (5.5 x 55 mm ) with EPDM seal compete up to any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins rafters and trusses and including cutting to size and shape wherever required.
15Cast Iron bench of 1800mm length, 900 mm width, 450mm seating height, sides made of cast iron. Seat and back shall be made of 10 strips of M.S pipes 63mm x 25mm of 14 gauge with one M.S Flat 25x10mm welded at the centre. below and back of the seat and back rest. Spray painted with approved brand paint. Fixed by grouting with 1:2:4 cement concrete ( Minimum weight of eachbench 105 kg) All materials required to be as per BIS specifications.
16Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to floor IV level 1:2:4 ( 1 cement :2 coarse sand (Zone- III) :4 gradedstone aggregate 20mm nominal size)
17Centering and shuttering including strutting, propping etc. and removal of form work for columns, piers, abutments, pillars, posts and struts
18Providing and fixing of Kota stone slab flooring over 20mm (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 (1cement :4 coarse sasnd) : 25mm thick
19Informatory sign board 900x 600 rectangular as per IRC 67-2012 with retro reflective sheeting as per ASTM D 4856 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75 m for vertical post complete as per dause 801 of MORT &H specification. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in india condion conforming to clause 6.7 of IRC 67-2012, using retro reflective sheeting class C as per IRC 67 2012.
20Laying of underground cable in pipe / existing open/ closed trench etc as 2.5 sq mm to 10 sq mm 2 to 4 core
21Laying of underground cable in pipe / existing open/ closed trench etc as 16 sq mm to 35 sq mm 2 to 4 core
22Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts, earthing studs, integral cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32A four way connector 2 no 10A SP MCB end cover and all all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade ( 1 Cement : 1 stone aggregate :2 coarse sand) i/c excavation, steel reinforcement (Fe 500) @ 80 kg / cum of concrete contents. concrete cover 50mm anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in- charge. 4 Metre Long pole with top dia 50mm and bottom dia 130 mm with base of size 225 x 225 x 12mm
23Supply and erection of GI bracket made of 32 mm dia medium class GI pipe, having 15 deg angle from horizontal suitable for fixing on top of street Light pole 60 cm long
24Earthing with GI earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc ( but without charcoal or coke and salt as required
25Extra for using salt andcharcoal/ coke for pipe earth electrode as required
26Supply and laying of 25 x 6 mm GI strip at 0.5 meter below ground as strip each electrode including soldering as required
27Supply and laying of 6 SWG GI wire at 0.5m below ground level as strip earth electrode including thimbles soldering etc as required
28S/E mark double walled corrugated (DWC) HDPE pipe 10 kg / cm 2 laid 0.75 Metre below ground level including digging and refiling of earth including cost of sutable size socket/ coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work DWC/ HDPE pipe 50/40 mm outer dia / inner dia
29Providing & fixing with all necessary items including prepration of foundation Multi Play Staion Age Group-6 to 12 years. Safety play Area -25* 50Ft , Spiral Slide, 2 Standard Slide, 2 Wave Slide, Turnal Bridge FRP Parafit 3*3, FRP 3 Canopy pipe =75MM 32MM ,25MM, 19MM 14-12 Guage Apolo Pipe ISI Mark paint = To coat colour Aspa Paint ( Analysis attached)
30MV Panel for Light Posts : Fabrication, supplying and installation of outdoor type cubical panel board of suitable size made out of GI sheet 2 mm thick (14 SWG) and powder coated there after duly compartmentalised having door locking arrangement for protection from rain, dust, duly fixed on GI angle iron frame work of size 50mm x 50mm x 6mm (NS) and having following accessories mounted inside the panel including connection, inter connection with aluminium thimbles earthing with two nos earth stud duly powder coated complete etc as required civil Foundation cost for the panel shall be inclusive cable gland plates shall be provided on bottom 2 Nos . earthing terminals shall be provided panels shall be suitable for 415V, 3 phase , 4-wire 50Hz supply system lifting hooks shall also be provided in case of large panels. INCOMER:632A TPN MCB, 415 V, 50Hz:1 NosIndication & digital meteringBus Bars : 63TP + NAluminium sectionalised BUS sutable for 1.1 KV with a fault level with stand : 20KA for 1 second. The Earth Bus shall be of Al & run contlnuously throughtout the width of the panel OUTGIUBGS : a) 25A, TPN MCB50Hz : 5 Nos b) 50A, DP 50Hz MCB : Nos c) Automatic Timer and contactor : 3 phase indication lamps (RYB) with control MCB - 03 sets Danger notice plate Make: As listed in UHBVNL(Analysis attached)
31Supply of following size XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (part-I) 4C x 16sqmm A/Ar cable(Analysis attached)
32Supply of following size XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (part-I) 4C x 35 sqmm A/Ar cable(Analysis attached)
33Supply of following size XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (part-I) 4C x 10 sqmm A/Ar cable(Analysis attached)
34Supply of 3C x 2.5 sqmm PVC / XLPE Insulated, Flexiblecopper cable as per IS 7098 / part-I /1988 including all transportation charges etc complete Makes: Finolex/ RR cable/ Havells/ Polycab/ RPG / KEI/ Gloster/ V- Guard (Analysis attached)
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