Tender For Provision Of Parking Shed For Specialist Vehicles At 23 Ed Under Ge Avadi
Tender Value
44 Lakhs
Estimated cost
Bid Submission
28 Dec 2024
0 days left
EMD
88000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
avadi → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Provision Of Parking Shed For Specialist Vehicles At 23 Ed Under Ge Avadi
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in hard/ dense soilincl cleaning away all grass vegetation, saplings,shrubs,brushwood, undergrowth, roots and trees not exceeding 30cm girth and removing rubbish up to a distance 50m outside the periphery of the area under clearance in hard and dense soil all as specified and directed. |
| 2 | Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out all as specified and directed. |
| 3 | Plain Cement concrete 1:4:8 type D2 using 40mm graded stne aggregate in foundations, filling and mass concrete complete all as specified and directed. |
| 4 | Reinforced cement concrete (Design Mix) M25 (using 20 mm grade aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed. |
| 5 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter all as specified and directed. |
| 6 | Reinforced cement concrete (Design mix) M25 (using 20 mm graded stone aggregate) in: Columns, pillars, piers, posts and struts all as specified and directed. |
| 7 | Reinforced cement concrete (Design mix) M25 (using 20 mm graded stone aggregate) in roof beams, cantilevers, bressummers, lintels over 1.5m span all as specified and directed. |
| 8 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions all as specified and directed. |
| 9 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified and directed. |
| 10 | Removing excavated material n. exc. 50m and depositing where directed at a level n exc. 1.5 mabove the starting point all as specified and directed. |
| 11 | Reinforced cement concrete (Design Mix) M25 (using 20 mm graded stone aggregate) walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses all as specified and directed. |
| 12 | Formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter all as specified and directed. |
| 13 | TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire(annealed) not lessthan 0.9mm dia or securing with clip all as specified and directed. |
| 14 | All as in Item No. 13.00above, but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders all as specified and directed. |
| 15 | Rendering 10mm thick in CM 1:4 on fair faces of brickwork or concrete surfaces all as specified and directed. |
| 16 | Preparing surfaces plastered or unplastered on walls and applying two coats of oil bound distemper over a coat of alkali resistant primer all as specified and directed. |
| 17 | Material & Labour for applying two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance asper IS 15489:2004, Alkali & fungal resistance,dirt resistance exterior paint of required shade(Company Depot Tinted) with silicon additives@ 1.43 litre/ 10 sqm over and including primingcoat of exterior primer applied @ 0.90 litre/ 10sqm over new surfaces all as specified and directed. |
| 18 | Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 all as specified and directed. |
| 19 | Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength 550 mpa as in roof covering/ cladding to wall, fixed with self tapping screws all as specified and directed. |
| 20 | Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof overing/ cladding to wall, fixed with self tapping screws as specified |
| 21 | Preparation of new or perviously untreated steel surfaces of any description, over 10cm in width or girth,not otherwise described and applying two coats of enamel paints over a coat of red oxide zinc chrome primer complete all as specified and directed. |
| 22 | Forming embankments/filling under floor inlcluding raising (or lowering) with moorum, spreading in layers n exc 30cm thick ; watering, ramming/rolling and finishing to required size, shape n exc. 1.5 m high from base etc complete with power roller 8 to 10 tonne capacity all as specified and directed.Note : Rate inclusive of supply of moorum brought from out side MD land and shall be measured and paid to consolidated quantity only. |
| 23 | Kankar or laterite, spread,rolled and consolidated to gradient and camber required spread thickness 100mm all as specified and directed. |
| 24 | M&L for laying Dry lean concrete (DLC) 100mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 Mpa.Minimum cement content not less than 140kg/cum DLC mixed in batching plant, transported to site and laid by electronic sensor paver including breeding and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maxium dry density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications for road and bridge work 2013 all as specified and directed. |
| 25 | Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/sqm over tack coat/ sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm all as specified and directed. |
| 26 | 10mm thick M sand cushionduly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed (No additional amount to be paid for overlap) all as specified and directed. |
| 27 | Pavement Quality Concrete (PQC) of minimum 28 days field flexural strength of 45kg/Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15-2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular, virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting tempreature as 240 C and minimum tensile strength of 300 MPa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.0 m width, including curing and tining by Texturing cum Curing Machine complete all as specified and directed.Required surface texturing to be done as specified in clause 10.1.14 and Table 9 of IRC 15-2017 all as specified and directed. |
| 28 | Forming 25mm width expansion joint in concrete slab for full depth of PQC. Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size, straight and smooth edges.Joint cleaned thoroughly with application of compressed air, joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris.The joint then filled with pre-molded 25mm thick compressible polyethylene closed cell type filled board as specified, thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant.Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 30mm dia, over filler board and filled with polyurethane based sealant complying with BS-5212, BS-4254 and EN-141875-003 with minimum movement accommodation factor (MAF) of + / - 30% having minimum 10 years performance guarantee, applying masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed |
| 29 | Cutting of construction joints 25mm deep and 10mm wide by early saw cut using diamond bit cutter of appropriatesize, straight and smooth edges.Joint cleaned thoroughly with application of compressed air, joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris.Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant.Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 12mm dia, application of bond breaker tape on top of back up ro for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS-4254 and EN-141875-003 with minimum movement accommodation factor (MAF) of + / - 30% having minimum 10 years performance guarantee, applying masking tape after filling of sealant as per the method specified by the manufacturer complete all as specified and directed. |
| 30 | Forming dummy/ contraction with an intial saw cutof 3mmsoon after the concrete has set, upto a depth of 1/3rd to 1/4th the thickness of the slab, widening the first saw cut to 6mm and 24mm deep by using diamond bit cutter of appropriatesize, straight and smooth edges.Joint cleaned thoroughly with application of compressed air, joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris.Application of two coats of primer with thin brush by forward and backward movement at an interval of 30minutes before placing the backup rod and pouring the sealant.Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8mm dia, application of bond breaker tape on top of back up ro for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS-4254 and EN-141875-003 with minimum movement accommodation factor (MAF) of + / - 30% having minimum 10 years performance guarantee, applying masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed |
| 31 | M & L for cement concrete 1:3:6,75 mm thick, type C2, (using 40 mm graded stone aggregate) as in plinth protection/ path etc finished surface even and smooth witout using extra cement all as specified and directed. |
| 32 | M & L for broken stone or boulders hardcore of gauge not exceeding 63mm deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface all as specified and directed. |
| 33 | M&L for forming 12 mm thick expansion joints filled with pre formed bituminous filler 100mm depth and top 30mm shall be applied with primer and sealed with sealing compound Grade \"B\" all as specified and directed. |
| 34 | Material and labour for Brick work with fly ash bricks using Old size bricks, straight or curved on plan exc 6 metre mean radius, built in CM 1:6 all as specified and directed. |
| 35 | M&L for 5 mm thick cement plaster in CM 1:4 with WPC rendered over 10 mm thick plaster in CM 1:6 finished even and fair without using extra cement all as specified and directed.(water proofing compound shall be measured and paid seperately). |
| 36 | Supply only Liquid Water Proofing Compound |
| 37 | S&F mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment of Fe-410-W (Gde-E-250) quality ‘A’ complete all as specified and as directed. |
| 38 | MS screw bolts machine made fitted with washers length n.exc 5cm and dia 16 to 20 mm all as specified and directed. |
| 39 | Point wiring on stone / brick masonry wall complete with two 1.5 sqmm single core PVC insulatedFRLSH ,1100 volts grade unsheathed cable confirming to IS-694, 1977 with multistranded copper conductor, drawn through and including non-metalic rigid PVC conduit, conduit fittings and conduit accessories not less than 20 mm dia surface type in walls and fixed with suitable clamps on ceiling / roof trusses etc., and including provision ofone 1.5 sqmm PVC insulated single core multistranded copper conductor FRLSH green in colour as earth continuity conductor and connected to common earth dolly,including steelbox of required module for switches/sockets etc., all as specified completefor one light point controlled by one switch. |
| 40 | All as per item No 39.00 here-in-before but for point wiring with two 4.0 sqmm single core copper conductor multistranded FRLSH cable and one 4.0 sqmm PVC insulatedsingle coremultistranded cable as earth continuity conductor green in colour for one 3 pin switch socket outlet, 15 Amps, on independent board and industrial socket complete all as specified and as directed. |
| 41 | S&F Switch piano flush type, single pole,5 Amps, 240 volts complete all specified and directed. |
| 42 | S&F Switch socket 3 pin 15 Amps, multipurpose, flush type complete all as specified and directed. |
| 43 | S&F ceiling rose 65 X 50 mm , three terminals ,bakelite , surface complete all as specified and directed. |
| 44 | S&F MCB DB SPN 8 way, doubledoor, powder coated, 240 volts, AC, 50Hz, IP 43 protected, with provision for MCBdouble pole as incomer andSP MCBs as outgoing with tinned copper bus bar, neutral link, earth linkand connecting up complete all as specified and as directed. Note : Incomingand Outgoing MCB measured separately relevant items. |
| 45 | Supply and fixing 240V, 10 KA \"B\" curve miniature circuit breaker (MCB) of single poles and current carrying capacity 6 to 32 AMP, in the MCB DB Complete with connection testing and commissioning complete all as specified and directed. |
| 46 | Supply and fixing 240V, 10 KA \"B\" curve miniature circuit breaker (MCB) of SPN and current carrying capacity 40-63 AMP, in the MCB DB Complete with connection testing and commissioning complete all as specified and directed. |
| 47 | S&F Surface and wall mounted LED tube light fitting, 20 W, batten type,PC housing provided for efficient heat dissipation with polycarbonate diffuser andintegrated electronic driver complete with all accessories , suitable for operation on AC, single phase 220 / 230 Volts , 50 Hz supply, and including connecting up with PVC sheathed 1.5 sqmm 3 core copper conductor flexible wire from ceiling rose to fitting complete all as specified and as directed. |
| 48 | S&F LED building security light fitting 30 W made up of pressure die cast housing with toughened glass and individual high power LEDs with secondary optics, IP66 protection and impact resistance of IK07, complete pre-wired and connecting up with suitable twin core flexble copper wireincluding provision of necessary GI tubing medium grade 25mm bore of pipe 1.5 bent to shape with necessary clamps made out of mild steel, nuts and bolts etc., including two coats of synthetic enamel paint over a coat of red oxide primer on exposed steel surface for fixing the fitting to Bldg etc complete all as specified and as directed. |
| 49 | Earthing complete with galvanised iron earth plate electrode 600mm X600mm X 6mm thick, with and including earthing of 4mm dia GI wire protected by 15mm dia GI pipe light grade upto a length of 7.5m. The plate shall be buried directlyin ground vertically to a depth not lessthan2.25 metres below ground level with top edge of the earth plateat a depth not less than1.5 metres belowgroundlevel, connectedto earth leadasdescribedhere-in-beforebymeansofbolts,nuts, washers and checknuts made out ofgalvanised iron or mild steel, earthingleadprotectedby asdescribedhere-in-beforeand connected to main switch board or main control board or electric poleall asshownonelectricalplate No.3of MES Sch Part-Iincluding necessaryearth work and excavation in any type ofsoil,plain cementconcrete1:3:6,typeC1 chamber,reinforcedcement concretecover slab with locking arrangement and handle of 10mm dia MS round bars 450mm long, 1:2:4 type B1, 50mm thick with 8mm diaTMT barsat140mmcentreto centrebothways, GI pipe of bore 20mm medium grade for watering with funnel, wiremesh, salt, charcoal, lugsincluding testing complete all as specified and as directed. |
| 50 | Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 sq mm 2 core all as specified and directed. |
| 51 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m depth and getting out any type of soil for laying cables / pipes / erection of poles etc all as specified and as directed. |
| 52 | Removing excavated material (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all as specified and as directed. |
| 53 | Returning filling in soil including spreading leveling watering well ramming in layers not exceeding 25 cm each all as specified and as directed. |
| 54 | Laying in trenches fine sieved excavated dry soilincluding spreading/ leveling, cushioning for underground cables all as specified and as directed. |
| 55 | Supply and laying of common burnt clay building bricks, sub class B sizefor cable protection all as specified and as directed. |
| 56 | Material and labour for GI tubing light grade 50 mm for cable protection laid in trenches in road crossing or fixed to wall/Pole complete all as specified and as directed. |
| 57 | M & L for Cutting of road/path for laying of GI tubing and making the good to disturbed road/ path including provision of PCC 1:2:4 type B-1 using 20mm graded stone aggregate all as specified and directed. |
AI Tender Summary
Tender Timeline
Dec 10, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedDec 28, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 31, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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