Greater Chennai Corporation Tender
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Greater Chennai Corporation Tender
Eprocure
Opening Date29 Nov 2019
Closing Date6 Jan 2020
Tender Amount₹ 5,08,00,000
Costs
EMD
₹ 5,08,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Steel Foot Over Bridge Across Nungambakkam Subway
Description
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Contact
Tender Id
2019_CoC_149618_1Bid Award Id
ViewTender No
Br.D.C.No.B3/0858/2019Tender Authority
Greater Chennai Corporation ViewPurchaser Address
-Website
http://http://www.chennaicorporation.gov.in/
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Documents
BOQ Items
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Providing all equipment,kentledge, materials, instruments and manpower and conducting Initial Pile Load Test including preparation of pile, conducting observations for required depth and submitting report, removing all arrangement, kentledge, etc., on Completion, but excluding cost of pile, complete as per IS:2911 Part-IV and MOST specifications and as directed by the Engineer.
1000
-
719.04
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Providing all equipment, kentledge, materials, instruments and manpower and conducting Routine pile load test including preparation of pile, conducting observations and submitting Report, removing all arrangement, kentledge, etc., on Completion, but excluding cost of pile, complete as per IS:2911 Part-IV and MOST specifications and as directed by the Engineer.
600
-
719.04
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Earth work excavation for foundation in all kinds of soils invarying depths including dismantling any masonry or roots met with in foundation shoring with planks and baling water if necessary clearing levelling the site etc. complete with initial lead of 10m and a lift of 2m
1267
-
210.56
... More
Extra lift for earth work excavation for every additional 1m or part there of over initial lift
183
-
10.08
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Stripping of concrete at pile top of piles for the required depth to expose the pile reinforcement so as to anchor the same with pile cap reinforcement,bending ,cleaning including labour charges, hire charges for tools and plants and all other incidental charges etc complete including cutting extra length of reinforcement if found necessary and as conforming MoRTH specification as directed by the Engineer. (Source :MoRTH-Standard data book for analysis of rates, First revision, Page -441 )
4
-
525.28
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Supplying and placing of Ready Mix M15 Graded of Concrete confirming to IS 456/2000 for Reinforcement Cement Concrete Structural elements under controlled water cement ratio using 20mm and down graded machine broken granite stone jelly including transportation pumping and Vibration charges excluding cost of centering and shuttering and reinforcement but including curing, finishing etc as directed by departmental officers complete as per relevant MORT&H specifications 1000&2100 for Levelling course below pilecap
216
-
7814.24
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Providing vibrated Reinforced controlled Ready Mix cement concrete M 35 design mix ( To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position , erecting the horizontal and vertical pipe line to the required distance and height , laying, compacting , providing cover blocks, finishing smooth the surface, including vibration charges, curing concrete, required suitable dia of chutes for pouring concrete in deep foumdation depths, all other tools and plants employed and all other incidental charges etc., complete ( Excluding cost and fabrication charges of steel and form work) confirming to MoRTH specifications, as directed by the Engineer. ( Source :MoRTH-Standard data book for analysis of rates, First revision, Page -344,Case-II) for Pile Cap
23
-
8771.84
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Supplying stone dust and filling in regular layers of 15cm thick including watering, consolidating etc.complete for foundation, basement, etc..
1317
-
612.29
... More
Providing vibrated Reinforced controlled Ready Mix cement concrete M 35 design mix ( To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position , erecting the horizontal and vertical pipe line to the required distance and height , laying,compacting ,providing cover blocks, finishing smooth the surface, including vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete ( Excluding cost and fabrication charges of steel and form work) confirming to MoRTH specifications, as directed by the Engineer. (Source :MoRTH-Standard data book for analysis of rates,First revision, Page -344,Case-II) for Pedestal
5
-
8771.84
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Supplying and erecting shuttering including necessary supports for plane surface in foundation and basement for RCC column footings pintol blocks plinth beam staircase steps critical steps critical piers etc. using mild steel sheets of size 90x60cm and 10 gauge stiffened with welded mild steel angles of size25x25x3mm for boarding laid over silver Oak (country wood) joists of size 10x6.5cm spaced at about 90cm centre to centre and supported by casuarina props of 10 to 13cm dia spaced at 75cm centre to centre etc. complete for Pilecap and Pedastal
69
-
708.11
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Supplying fitting and fixing in position true to line and level elastomeric bearing confirming to IRC:83 (Part-II), Section IX and clause 2005 of MoRT&H Specifications complete including all accessories as per drawing and technical specifications .
11520
-
1.68
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Providing vibrated Reinforced controlled Ready Mix cement concrete M 35 design mix ( To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position , erecting the horizontal and vertical pipe line to the required distance and height , laying,compacting ,providing cover blocks, finishing smooth the surface, including vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete ( Excluding cost and fabrication charges of steel and form work) confirming to MoRTH specifications, as directed by the Engineer. ( Source :MoRTH-Standard data book for analysis of rates,First revision, Page -482 & 483,Case-II) for Deck Slab
33
-
8771.84
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Supplying and erecting centering for sides and soffits including supports and shuttering upto 3m high for plane surface such asside slabs of RCC boxing and similar vertical RCC slab etc. withall cross bracings using mild steel sheets of size 90x60cm and 10gauge stiffened with welded mild steel angles of size 25x25x3mm for boarding laid over Oak (country wood) joists of size 10x6.5cm spaced at about 90cm centre to centre and supported by casuarina props of 10 to 13cm dia spaced at 75cm centre to centre necessary MS Channels, flats, joining bolts,Turnbuckles for support in different levels and also including 5MTcrane capacity for erection & de moulding of steel shutters etc. complete for Deck Slab
10
-
1064
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Supply and fabrication of Corrosion Resistant Steel/HCRM bars of Fe- 500 D required for all RCC items of works involved In Bridge Structures in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, as per standard specifications Fe-500 D.
79
-
85682.24
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Supply and fixing of LYSAGHT Smartdek 51 or Approved equivalent structural decking panel shall be 960mm effective cover width profile with 51mm deep ribs, pitch of 316mm centre – to – centre, with 3mm deep and 8mm long embossment on either side of webs which are diagonally opposite and also no top of the rib, 10mm deep “V” shape rib and pan stiffeners and male and female interlocking at side lap. The feed material shall be 1.0mm base metal thickness (i.e. excluding coating thickness) with zinc coating of Z275 (275g/m2 minimum coating mass), min 300MPa yield strength to 550 MPa Yield strength grade (subjected to design requirement) confirm to AS1397 or ASTM A653M or approved equivalent. The sheeting shall be fixed according to manufactures recommendation. Sheets shall be supplied in required sizes according to the cutting schedule. Thickness : 1mm BMT.
175
-
1438.08
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Supply and Fixing of Shear Stud of size 19mm (Dia) x 120/125mm (Height).
1133
-
68.32
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Supplying, fabricating, fixing and Erection of structural steel (Grade E350), wherever required and as directed at all lifts in concrete or masonry work comprising of MS angles, plates, tees flats, rounds, squares, pipe sleeves and pipes of various sizes, channels, beams, other structural steel sections "TATA/SAIL" or other Approved equivalent make including cutting,welding, bending to shape complete all as per specifications and drawings. Note: The contractor shall submit fabrication drawings for work involved based on construction drawings (that may be issued during construction period) for approval by the Engineer-in-charge. The fabrication work shall start only after approval of the fabrication drawings. Any change required in the fabrication drawings shall be carried out at no extra cost. Fabrication shall be done in a perfect professional workmanship manner and as provided in Section17 of IS 800 -2007. Welding shall be carried out by qualified welders. procedure, selection, test and inspection shall confirm to provisions in IS 816, IS 818, IS 822, & IS 823.Electrodes for welding, the Erection / hoisting shall commence only after the approval of fabricated parts by the Engineer-in-charge.
65000
-
145.6
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Providing & applying protective coat by metallising with sprayed aluminium as given below methodology,etc all complete as per technical specification and drawings as directed by the Engineer Incharge.(i) One coat of wash primer as per IS:5666. (ii) One coat of zinc chrome primer as per IS:104 with the additional provision that zinc chrome to be used in the manufacture of primer shall conform to type 2 of IS:51. (iii) Two coats of aluminium paint to IS:2339 brushing or spraying as required. One coat shall be applied before the fabricated steel work leaves the shop. After the steel work is erected at site, the second finishing coat shall be applied after touching up the primer and the finishing coat if damaged in transit.
65000
-
8.96
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Supplying, fabricating, fixing and Erection of structural steel (Grade E350 ), wherever required and as directed at all lifts in concrete or masonry work comprising of Rolled steel sections "TATA/SAIL" or Approved equivalent make, Rectangular Hollow sections (RHS) "Apollo Tubes Ltd" or approved equivalent including cutting,welding, bending to shape, painting exposed faces with two coats of anticorrosive paint of approved colour over a coat of red lead primer, embedding with Concrete etc. complete all as per specifications and drawings. Note: The contractor shall submit fabrication drawings for work involved based on construction drawings (that may be issued during construction period) for approval by the Engineer-in-charge. The fabrication work shall start only after approval of the fabrication drawings. Any change required in the fabrication drawings shall be carried out at no extra cost. Fabrication shall be done in a perfect professional workmanship manner and as provided in Section17 of IS 800 -2007. Welding shall be carried out by qualified welders. procedure, selection, test and inspection shall confirm to provisions in IS 816, IS 818, IS 822, & IS 823.Electrodes for welding, the Erection / hoisting shall commence only after the approval of fabricated parts by the Engineer-in-charge.
11226
-
176.96
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Supplying & fixing approved MS Foundation bolts and nuts of approved quality, diameter and required length for connection of structural members including plain / spring washers etc. complete all as directed by the Engineer.
37
-
92.96
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Providing, fabricating & erection of 18 mm Thick – Polycarbonate Panel Skylight panel System for Roofing & Cladding at ramp entrance and other FoB cladding area complete
276
-
4452
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Supply and fixing of color coated LYSAGHT TRIMDEK profile sheet Or Approved equivalent of nominal. 1072mm supply width and nominal 28mm deep ribs with subtel square fluting in the five pan at nominal 203mm center- to- center.The end rib shall be designed for anti - capillary action, to avoid any seepage of water through the lateral overlap. The feed material shall be of 0.45mm BMT (0.50mm TCT excluding paint thickness) COLORBOND XRW steel - High tensile with min 550 MPa yield strength, metalic hot- dipped coated with AI-Zn alloy (55% Aluminium, 43.5 % Zinc, 1.5% Si) as per AS1397/IS15961- ZINCALUME AZ150 (min .150 g/m sq total on both sides) with Super Durable Polyester COLORBOND steel XRW quality paint system of approved color, suitable for exterior application confirming to AS/NZS 2728 type-4/IS 15965 class 3 of Tata BlueScope Steel make. The sheet shall have a total coating thickness of 35 microns, super durable polyester COLORBOND XRW quality paint system of 20 microns on exposed surface and 5 micron reverse polyester coat on back surface over 5 micron primer coat on both surfaces. The paint system should have stable resin & inorganic pigments for paint durability and lead free for water harvesting. The steel sheet shall have brand marking of coated steel manufacturer (Product details, date, mfg name etc,) on back side at regular interval confirming genuineness of the material.
538
-
716.8
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Supply of Fixing of Colorbond Ridges & Flashings (Up to 600mm Girrth)
111
-
360.64
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Providing, fabricating and fixing in position stainless steel hand rail consisting of 50mm (outer dia) at top and 4 intermediate pipe of 25mm dia, including profile cutting, fixing in position, including 2nos of vertical balusters made of 4mm thick SS plate, balusters placed 1500mm c/c or at required spacing , necessary anchor fasteners / approved fixing arrangements to the wall, welding using special electrodes for stainless steel welding, etc. complete as per detailed drawings and as directed by the Engineer-in-charge. The stainless steel pipe shall be of non magnetic type stainless steel conforming to grade 316 of AISI. for FoB portal handrail
54
-
14694.4
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Providing, fabricating and fixing in position stainless steel hand rail consisting of 75mm (outer dia) at top and three intermediate pipe 50mm dia, including profile cutting, fixing in position, including of vertical baluster of 75mm sqare pipe placed 1500mm c/c or at required spacing , necessary anchor fasteners / approved fixing arrangements to the wall, welding using special electrodes for stainless steel welding, etc. complete as per detailed drawings and as directed by the Engineer-in-charge. The stainless steel pipe shall be of non magnetic type stainless steel, with minimum wall thickness of 1.5 mm and conforming to grade 304 of AISI. for pedestrian handrail Note : All required measures to be taken to prevent Bimetallic corrosion wherever different metals coming in contact
688
-
10920
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Providing, fabricating and fixing in position stainless steel hand rail consisting of 60mm (outer dia) including profile cutting, fixing in position,necessary anchor fasteners / approved fixing arrangements to the wall, welding using special electrodes for stainless steel welding, etc. complete as per detailed drawings and as directed by the Engineer-in-charge. The stainless steel pipe shall be of non magnetic type stainless steel, with minimum wall thickness of 1.5 mm and conforming to grade 316 of AISI. Note : All required measures to be taken to prevent Bimetallic corrosion wherever different metals coming in contact
47
-
2240
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Providing Crash Barrier for the Center Median with M40 grade RMC over a leveling course of LCC 1:5:10 100mm thick as per the Sketch enclosed with top of 150mm and bottom of 610mm with a height of 985mm including shuttering, reinforcement with 12mm dia RTS 11 Nos. and rings with 12mm dia RTS at 230mm C/C, rendering smooth with Cement at 1.5kg per 1 sq.m and two coats of exterior emulsion painting etc., complete as per the sketch enclosed and as directed by the Engineer-in-charge including fixing 2 Nos. PVC pipe of 110mm dia with 6 Kg/sq.cm
222
-
8488.48
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Cutting and clearing light jungle.
542
-
4.8
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Dismantling R.C.C.works, carefully clearing away the debris as directed during execution (dismantling of existing compound wall)
170
-
5408.8
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Dismantling the existing Brick or Stone in clay walls under 3M high including carefully clearing the debris etc., complete.
167
-
55.19
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Tree trimming: Cutting and Clearing scrub jungle.
1000
-
4.44
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Dismantling of existing handrail
27
-
3978.13
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Providing vibrated Reinforced controlled Ready Mix cement concrete M 30 design mix ( To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position , erecting the horizontal and vertical pipe line to the required distance and height , laying, compacting , providing cover blocks, finishing smooth the surface, including vibration charges, curing concrete, required suitable dia of chutes for pouring concrete in deep foumdation depths, all other tools and plants employed and all other incidental charges etc., complete ( Excluding cost and fabrication charges of steel) confirming to MoRTH specifications, as directed by the Engineer. ( Source :MoRTH-Standard data book for analysis of rates, First revision, Page -344,Case-II) RCC raft & wall
412
-
8683.36
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Providing vibrated Reinforced controlled Ready Mix cement concrete M 30 design mix ( To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position , erecting the horizontal and vertical pipe line to the required distance and height , laying, compacting, providing cover blocks, finishing smooth the surface, including vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete ( Excluding cost and fabrication charges of steel ) confirming to MoRTH specifications, as directed by the Engineer. ( Source :MoRTH-Standard data book for analysis of rates, First revision, Page -344,Case-II) for columns and comp.wall plinth beam
73
-
8683.36
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Supplying and erecting centering for sides and soffits including supports and structting upto 3m high for plane surfaces such as RCC coloumns top and bottom slabs of boxing. sill labs unshades etc. with necessary facia using mild steel sheets ofsize 90x60cm and 10 gauge stiffened with welded mild steelangles of size 25x25x3mm for boarding laid over silverOak(country wood) joists of size 10x6.5cm spaced at about 90cm centre to centre and supported by casuarina props of 10 to 13cm dia spaced at 75cm centre to centre etc. complete for RCC raft & wall,columns and comp.wall plinth beam
2197
-
964.89
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Constuction of subgrade and earthen shoulders satisfying the requirements of minimum soaked CBR value as indicated in the specification with approved material with all leads and lifts all complete as per MoRTH Specification. Cl.305. Supplying and filling with earth up to 30 Km. for foundation and basement,etc.,including watering and consolidating,etc.,complete . Good Earth in regular layers of 150mm. Thick each including watering and consolidation by power road roller etc., complete for Subgrade
771
-
509.24
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Supplying and fixing of aluminium mesh of depth 1m over the proposed compound wall with all necessary framing systems including intermediate and colunm support frames as directed by the Engineer incharge.
185
-
672
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Supplying and fixing of Machine mould hollow concrete block (as per IS 2185 Part-I(1979) of standard size 40x20x20cm with combination mortar in the ratio of 1:1:6 (one of cement and one of lime and six of river sand) including curing and neat finishing etc., complying with standard specification and as directed by the Departmental Officers,etc.,) (ISI STD)
699
-
950.49
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Plastering with cement mortar 1:4 (1 cement and 4 iversand),20mm thick including curing, etc., complete.
1323
-
498.84
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Painting the new plastered walls with two coats of Exterior emulsion paint (weather proof ) first class quality and of approved colour over a priming coat including thorough scrapping,clean removal of dirt,etc.,complete and including necessary plaster paris,putty etc., wherever required.as per (ISI STD) (It must provide excellent resistance against the growth of algae and fungi on the walls. And it must offer excellent protection against alkali and UV degradation and the durability period should be 5 years.
1605
-
206.33
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Paving the footpath flooring with cement concrete floor tiles hydraulic pressed Antiskid tiles as per pattern design 20mm thick in cm 1:3 including pointing with colour cement etc., complete.(ISI)
1478
-
1248.04
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Providing, and fixing all side machine cut granite stone kerbs using 0.40m height , 0.100m thick and 0.6m length granite stone kerb without fragmentation for platform kerbs, including cost and conveyance of granite kerb from available source to work site, including labour charges for fixing the granite and pointing with c.m. 1:3 and all other incidental Charges etc., complete.
467
-
2439.86
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Providing and erecting direction and place identification Retro Refelctorised Signs having area more than 0.9Sq.m – Type IV made out of High intensity Prismatic Grade Sheeting conforming to Type – IV standards of IRC- 67: 2012 and ASTM D 4956 – 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm. Mild Steel angel and supported on a mild steel angel post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro – Reflection sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflection sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per Mort &H Specification No.801)
6
-
9788.8
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Providing and Fixing of Retro Refelctorised Cautionary,90 cm equilateral triangle Mandatory and Informatory signs (without definition board) made out of High intensity Prismatic Grade Sheeting to Type – IV standards of IRC 67 . 2012 and ASTM D 4956 – 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm. Mild Steel angel and supported on a mild steel angel post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45mmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro – Reflection sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67x2012. The retro reflection sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H Specification No.801)
4
-
4278.4
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Supply of M.S.sheet for gate size 4m X 4m as directed by the Engineer.
1570
-
46.14
... More
Supplying and fixing M.S.Grill gate of required size in two shutters with necessary iron members, gun metal cups and wheels 75mm dia. with fittings locking arrangements,etc.,complete,including painting a priming coat of approved primer,etc., complete (The design of gate furnished is subject to alteration during execution.) at fob loacation both sides
346
-
86.79
... More
Suppying and fixing of collapsible gate opposite to burial gate entrance for the existing opening of 9.5m length as directed by the Engineer incharge.
12
-
18076.8
... More
Supply fixing and maintenance of LED fitting of 40 W to 50 W with 7 years replacement guarantee (in place of 70 W SVL).
16
-
8200
... More
Supply of one no of 7 mt x 88.9 mm od x 4.05 mm thick street lamp post with 2.7 mtr single arch bracket, 1no. of 2 core smc fuse box with hot dip zinc galvanising
18
-
12936
... More
Cost of Erection & materials required for 7 mtr Street lamp pole with 2.7 MTR long single arch bracket conventional foundation (Material ratio - 1:1.5:3)
18
-
4425.12
... More
Supply fixing and maintenance of LED fitting of 90 W to 120 W with 7 years replacement guarantee (in place of 150 W SVL).
18
-
14599.2
... More
Cost of Foundation materials & labour, Elec. Materials & Al. Paint, Labour for erection & Painting, Ladder hire charge. (Anchor bolt foundation ) (Fuse box to Luminarie shall be wired with 3CX1 sqmm pvc insulated multistranded flexible copper Trailing Flat/round cable) (Material ratio - 1:1.5:3)
18
-
13883.2
... More
Supply & fixing of vertical three phase distribution board module type with ip 54 protection 12 way TPMCB sheet steel distribution board flush type / surface type fitted with bus bars and neutral links with single / three phase MCB out goings and separate 4 way provision for accommodating one no. of 4 pole incomming MCB Isolator and another separate 4 way provision for accommadating one no. of 4 pole ELCB / RCD with lable holder and provisions for taking up cable for size not less than 35 sq.mm No. of ways out oing36 way (with industrial type) (seperateprovision shall be given forMCBs, Isolators, ELCB / RCD in Sch. No. L432 TO L457 and L730 & L731 ) {M.S Angle Iron of size 1 1/2" x 1 1/2" x 1/4" Mounting}( The above d.b shall be pre wired with suitable size pvc copper wire )
2
-
18936.96
... More
Supplying of I.SI.Marked 31/2X70 sq.mm cable
500
-
426.38
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