Construction Of Cold Storage Under Spmrm Programme Construction Of Cold Storage Under Spmrm Programme At Pathalipahar Gp, Bihpuria, Lakhimpur
Tender Value
50.35 Lakhs
Estimated cost
Bid Submission
17 Feb 2022
0 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bihpuria → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Cold Storage Under Spmrm Programme Construction Of Cold Storage Under Spmrm Programme At Pathalipahar Gp, Bihpuria, Lakhimpur
BOQ
| Sl. No. | Item Description |
| 1 | BUILDING CONSTRUCTION PART |
| 2 | Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. A) Up to depth of 2m below the Existing G.L. a) In Ordinary Soil.a) For Columns (Foundation) 16 X 1.80 X 1.80 X 1.50 = 77.76M3 b) For Tie Beams 2x25.40x0.45x0.60 = 13.72M3 5x8.00x0.45x0.60 = 10.80M3 Total = 102.28 M3 |
| 3 | Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete. a) Brick on flat soiling a) For columns 16x1.80x1.80 = 51.84 M2. b) For Tie Beams 2x25.40x0.45 = 22.86 M2 5x8.00x0.45 = 18.00 M2 c) For Floor Base 1x25.40x8.00 = 203.20 M22x2.50x1.90 = 9.50 M2 Total = 305.40 M2 |
| 4 | Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). a) in prop. 1:3:6, a. Foundation 16x1.80x1.80x0.15 = 7.78 M3 b) In Tie Beam Bases 2x25.40x0.45x0.15 = 3.43 M3 5x8.00x0.45x0.15 = 2.70 M3 a) in prop. 1:3:6, b. Floor Base 1x25.40x8.00x0.13 = 25.40 M3 2x2.50x2.00x0.13 = 1.25 M3 |
| 5 | Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using Mixture machine A) In Sub-Structure upto plinth level 1. Foundation Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. c.In M25 grade in foundation 16x1.80x1.80x0.35 = 18.14 M3 (2) Column (Pyramid portion) 16x1.80x1.40x0.75 = 30.24 M3 (3) Column up to beam level 16x0.30x0.35x1.4 = 2.35 M3 4) Columnn up to plinth level 16x0.30x0.35x0.9 = 1.51 M3 (5) Tie beams 2x25.40x0.35x0.25 = 4.45 M3 5x8.00x0.35x0.25 = 3.50M3 Total = 60.19 M3 |
| 6 | B. In Super Structure ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing. in M25 Grade 1) Columns 16x0.45x0.35x5.8 = 14.62 M3, Total = 14.62 M3 |
| 7 | 2) Intermediate Beams 2x25.40x0.35x0.25 = 4.45 M3 5x8.00x0.35x0.25 = 3.50 M3 Total = 7.95 M3 |
| 8 | 3) Roof Level Beams 2x25.40x0.30x0.25 = 3.81 M3 5x8.00x0.30x0.25 = 3.00 M3 Total = 6.81 M3 |
| 9 | 4) Lintel Beams 2x25.40x0.15x0.20 = 1.52 M3 2x8.00x0.15x0.20 = 0.48 M3 Total = 2.00 M3 |
| 10 | Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work with 25mm planks. 1) Foundation 16x1.80x4.00x0.25 = 28.80 M2 Total = 28.80 M2 |
| 11 | 2) Tie Beams Sides 2x25.40x0.35x2.00 = 35.56 M2 5x8.00x0.35x2.00 = 28.00 M2 Total = 63.56 M2 |
| 12 | (3) Column up to plinth level 16x0.45x1.00x1.95 = 14.04 M2 Total = 14.04 M2 |
| 13 | 4) Columns above plinth 16x0.45x2.00x4.75 = 68.40 M2 Total = 68.40 M2 |
| 14 | 5) Roof Beam and Intermediate Beam Bottom 4x25.40x0.35x4.00 = 142.24 M2 4x8.00x0.35x4.00 = 44.80 M2 Total = 187.04 M2 |
| 15 | 6) Lintel Beams 2x25.40x0.35x3.00 = 53.34 M2 2x8.00x0.35x4.00 = 22.40M2Total = 75.74 M2 |
| 16 | Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete.(No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) A) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL 2. 16MM Bars 1.58 KG/M) a) For Columns 16x10.00x10.29 = 1645.76 M b) Tie Beams 2x25.40x6.00 = 304.80 M 5x8.00x6.00 = 240.00 M c) Intermediate Beam and Roof Beam 2x25.40x4.00 = 203.20 M 2x8.00x4.00 = 64.00M Total = 2457.76 M all the rate of 1.58KG/m = 3883.26 KG |
| 17 | 4. 12MM Bars 0.89 KG/M) a) For Base Jalli 16x22.00x1.80 = 633.60 M 16x25.00x1.80 = 720.00 M Total = 1353.60 M at the rate of 0.89KG/m = 1204.70 KG |
| 18 | 2. 10MM bars ( 0.62KG/M) a) Lintel Beams 2x25.40x4.00 = 203.20 M 2x8.00x4.00 = 64.00 M Total = 267.20 M at the rate of 0.62KG/m = 165.66 Kg |
| 19 | 4. 8MM bars ( 0.38KG/M) b) Column Stirrups 16x1.60x40.00 = 1024.00 M 16x1.40x40.00 = 896.00 M b) Tie Beams 2x211.67x1.80 = 6096.00 M 5x66.67x1.80 = 4800.00M c) Roof Beams and Intermediate Beams 4x203.20x1.50 = 0.00 M 2x64.00x1.50 = 0.00 M Total = 12816.00 M at the rate of 0.38KG/m = 4870.08 KG |
| 20 | 5. 6MM bars ( 0.22KG/M) a) Lintel Beam stirrups2x169.33x2.00 = 5418.67 M2x53.33x2.00 = 1706.67 M Total = 7125.33 M at the rate of 0.22KG/m = 1567.57 KG |
| 21 | Brick work in cement morter with 1st class brick including racking out jointsand curing complete as directed. (I) In Sub-structure upto plinth level b) in prop 1:4 2x26.00x0.90x0.35 = 16.38 M3 5x9.00x0.90x0.35 = 14.18 M3 Total = 30.56 M2 |
| 22 | Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. 1x25.00x8.00x1.50 = 300.00 M3 Total = 300.00 M2 |
| 23 | Brick work in cement morter with 1st class brick including racking out jointsand curing complete as directed. (II) In Super Structure b) in prop 1:4 2x25.40x5.33x0.25 = 67.69 M3 2x8.00x5.33x0.25 = 21.33 M3 Total = 89.02 M2 a) Deductions for doors and ventilators 2x1.83x2.54x0.25 = 2.32 M314x0.494x0.594x0.250 = 1.03 M3 Total to be deducted = 3.35 M3 Total after deduction = 85.67 M2 |
| 24 | Providing and laying 25mm thick damp proof course with cement concrete in prop 1:1.5:3 with graded stone agg. of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing etc. complete as directed. (I) In Sub-structure upto plinth level b) in prop 1:4 2x25.40x0.25 = 12.70 M2 2x8.00x0.25 = 4.00 M2 Total = 16.70 M2 |
| 25 | 65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed. 1x12.00x8.00 = 200.00 M2 Total = 200.00 M2 |
| 26 | 15mm thick Cement plaster in single coat on rough side of single or half brick wall for interior plastering up to 1st. floor level including arises, internal rounded angles not exceeding 80mm girth and finish even and smooth including curing complete as directed. b) in cement mortar 1:4 1)Total Wall Plastering 4x25.40x6.00 = 609.60 M2 4x8.00x6.00 = 192.00 M2 Total = 801.60 M2 a) Deductions for doors and ventilators 2x1.83x2.54 = 9.30 M2 18x0.494x0.594 = 5.28 M2 Total to be deducted = 14.58 M2 Total after deduction = 787.02 M2 |
| 27 | Providing surface preparation for walls, celling etc.using average 1.50 mm thick plaster of paris including clearing, rubbing with sand paper, filling gaps, depression etc. where necessary, with chalk powder and and plaster of paris paste, making the surface even and smooth completeat all levels as specified and directed. 1)Total Wall Plastering 4x25.40x6.00 = 609.60 M2 4x8.00x6.60 = 192.00 M2 Total = 801.60 M2 a) Deductions for doors and ventilators 2x1.83x2.54 = 9.30 M2 18x0.494x0.594 = 5.28 M2 Total to deducted = 14.58 M2 Total after deduction = 787.02 M2 |
| 28 | c) Applying one coat of distemper primer of approved brand and manufacture on wall surface after throughly brushing the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth. Total wall plastering = 787.02 M2 Total = 787.02 M2 |
| 29 | Providing and fixing rolling shutters of approved make made of 80mm wide M.S. laths interlocked together through their entire length and jointed together at the ends by end-locks mounted on specially designed pipe shaft with bracket plates, guide channels and arrangements for inside and outside locking with push-pull operation complete including cost of wire, spring and hood cover for the shutters. 4x1.83x2.54 = 18.59 M2 Total = 18.59 M2 |
| 30 | Providing, fitting and fixing steel windows/ ventilators (openable) of standard rolled steel sections as per relevant I.S. Code-1038 joints mitred and welded with 15mmx3mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device and steel handles, peg stays of 300mm long etc. complete as per drawing including applying a priming coat of red-lead paint.20x0.450x0.854 = 7.69 M2 Total = 7.69 M2 |
| 31 | Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed.a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998A. Truss Members Main i) 114.3mm OD 5.4mm thick: 14.5 KG/m 6x12.00x2.00 = 144.00 M 6x7.50x2.00 = 90.00 M 6x2.85x2 = 34.20 M 6x3.70x2.00 = 44.40 M 6x1.40x2.00 = 16.80 M Total = 329.40 M Total weight @14.5KG/M = 47.76 Qtl(i) 114.3 mm OD 5.4 mm Thick :14.5KG/M 10x26.60 = 266.00 M Total weight @14.5KG/M = 38.57 Qtl Total = 86.300 Qtl |
| 32 | Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8 mm dia with bitumen washer 25 mm dia x 3 mm thick and 1.6 mm thick limpet washer complete excluding cost of roof truss, purlin etc. (Roof trusses and purlin etc.to be measured and paid separately). (e) 0.63 mm thick2x30.00x9.00 = 540.00 M2 Total = 540.00 M2 |
| 33 | Providing galvd iron ridging of TATA SHAKTEE / SAILincluding supplying and fixing necessary galvd screws/washers etc. complete as directed. (e) 0.63 mm thick (ii) 230 mm lapping 1x35.00 = 35.00 M2 Total = 35.00 M2 |
| 34 | Providing drain with cement concrete (1:3:6) 10cm thick sides 10cm thick bed over brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified. ii). 300mm wide and average 250mm deep with bed slope 1 in 150 with initial depth of 100mm. 1x160.00 = 160.00 M Total = 160.00 M |
| 35 | Providing plinth protection with bricks laid on edge and grouted with cement mortar 1:4 and finishing with cement pointing in prop. 1:1 complete. 1x160.00x0.90 = 144.00 M2 Total = 144.00 M2 |
| 36 | Pre construction anti - termite treatment at the bottom of foundation pits and walls on either side up to a height of 300mm from bottom of the excavation made for column plinth beam, wall, trenches etc. by applying the emulsion @ 5 (five) litres per square meter of the surface area before starting construction work (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete. |
| 37 | ELECTRICAL PART |
| 38 | Wiring for light/fan/call bell point with 2x1.5 sq. mm. P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabelor Equivalent Make as approved by the Deptt.) in surface/ recessed conduit wiring system with 20mm dia 2mm thick/ heavy rigid PVC IS: 9537 Part - IIIconduit (Berlia/ AKG / Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt.) including 6 Amp flush type switch/ bell push (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.) GI/ MS switch board (ISI marked) with phenolic laminated sheet cover ,ceiling rose(Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.) etc. complete.Short point up to 3.00 metre. length. |
| 39 | Medium point up to 6.00 metre. Length. |
| 40 | Wiring for 5/6 pin 16 Amps power plug point with 4 sq. mm. P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabelor Equivalent Make as approved by the Deptt.) in surface/ recessedconduit wiring system includingand fixing 5/6 pin 16 Amps flush type socket outlets and 16 Amps flush type switch (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt./ Havells make), GI/ MS switchboard (I.S.I. mark withphenolic laminated sheet cover earth continuity with 2.5 sq. mm cableto the 3rd pin of the socketas required complete with 20 mm. dia. 2mm thick/ heavy rigid ISI marked IS: 9537 PART - III rigid PVC conduit(Berlia/ AKG / Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt.). Extra long point up to 20.00 metre. Length. |
| 41 | Wiring for drawing sub-main line with P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabelor Equivalent Make as approved by the Deptt.) PVC conduit(Berlia/ AKG / Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt.) including earth continuity in surface/ recessed 20 mm. dia. 2mm thick/ heavy ISI marked IS: 9537 PART - III rigid PVC conduit wiring system. With 2 x 2.5 sq. mm. + earth continuity with 1x1.5 sq. mm. in 20 mm. dia. 2mm thick/ heavy rigid PVC IS: 9537 Part - IIIconduit. |
| 42 | With 2 x 4 sq. mm. + earth continuity with 1x2.5 sq. mm. cable in 20 mm. dia. 2mm thick/ heavy rigid PVC IS: 9537 Part - IIIconduit. |
| 43 | With 2 x 6 sq. mm. + earth continuity with 1x 4 sq. mm. cablein 25 mm. dia. 2mm thick/ heavy rigid PVC IS: 9537 Part - IIIconduit. |
| 44 | With 2 x 10 sq. mm. + earth continuity with 1x 6 sq. mm. cable in 25 mm. dia. 2mm thick/ heavy rigid PVC IS: 9537 Part - IIIconduit. |
| 45 | Wiring for 5 pin 6 amp plug with 1.5 sq mmP.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabelor Equivalent Make as approved by the Deptt.) including5 pin 6 amp socket outlet (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.)and 6 amp flush type switch (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.)earthing the 3rd pin of the socketas required on the switch board in surface/ recessedP.V.C. conduit wiring system. When fitted on same board of light and fan. |
| 46 | Supplying and fixing of batten holder (Anchor Penta PC CHERRY /Gold medal /Kolor kany.kom/Havells or equivalent make as approved by the Deptt.) including connection as approved by the Deptt. as required ( without Lamp). |
| 47 | Supplying and fitting of 18/20 Watt CFL lamp in the existing batten holder/angle holder/decorative bracket/bulk head fitting/ pendent holder etc. as specified and directed by the deptt. |
| 48 | Supplying with fitting and fixing DP 10 KA 240/415V 50Hz MCB of the following capacity complete with making necessary connection as approved, specified and directed by the deptt. C Series(ABB, Schneider MG, legrand, Hager,Crabtree xpro make) (a) 40A |
| 49 | (b) 63A |
| 50 | Supplying including installation, commissioning of vermin and dust proof totally enclosed cubical indoor type floor/wall mounting compartmentalize panel board of size 1.35M X 1.20MX 0.40M made of 16 SWG (1.66 mm thick) C.R. sheet and35mm X 35mm X 5mm size angle having 4 no legs at the bottom complete painting with 2 coats of Red Oxide metal primer and 2 coats of enamel paint. The panel board is to be erected in 1 : 3 : 6 PCC foundation including brick soling / grouting etc. complete neatly wiring done with provision for one no 125/160A 4pole MCCB or Switch Fuse Unit as incomer and provision for 6nos DP or TPN out going as specified and directed by the deptt. confirming to IP 43 protection comprising of the following electrical items: 1. 20mm X 3mm 4 strip copper Bus-Bar 0.6 M length each 2. Digital 3 Phase Voltmeter Accuracy class 0.5- 1 no 3. Digital 3 Phase Ammeter Accuracy class 0.5- 1 no 4. Pilot Lamp with integral ckt LED 110- 230 V (Red, Yellow,& Blue) - 3 nos 5. Voltmeter & Ammeter Selector Switch- 2 nos. 6. 2 A Slide fuse unit - 3nos. (Incoming & Outgoing Switch Gear of reqd. rating will be measured and paid separately) |
| 51 | Supply, installation & testing of Copper Plate earth station with600 mmx600 mmx3 mm copper earth plate withnecessary 40 mm dia. G.I. medium duty watering pipewith G.I. Fittings such as Socket, Tee, elbow, nipple and 50 mmx40 mm G.I. reducing socket for funnel including locking arrangement with 300 mmx300 mmx6 mm C.I. hinged cover plate complete with digging of earth pit, construction of brick chamber and plastering of both inner & outer surface of wall as specified and directed by the deptt . |
| 52 | Extra for using salt 5 Kgand Charcoal 96 Kgin G.I./Copper plate Earth Station pit to provide low impedance ground in location of high soil resistivity as and when required and specified by the deptt . |
| 53 | Supplying & laying of 8 SWG Copper. earth from Earth Electrode (below G.L.)to electrical switch gears or electrical machineries including making necessary connection as approved, specified and directed by the deptt. |
| 54 | (Domestic) Trans Air 300 mm sweep (Cromptonmake) |
| 55 | Supply and laying of following size PVC/XLPE insulated and PVC sheathed 1.1 KV GradeSolid Aluminium conductor up to 10 sq mm balance stranded conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Armour (Aluminium for single core up to 70 sq mm balance Aluminium strip, Galvanised for cables up to 2x10 sq mm.3x10 sq mm,4x6 sq mm balance all galvanised steel strip) , extruded PVC Type ST2 sheathed, 650/1100V grade as per IS 7908(Part 1)1988 armoured U.G. cableU.G. cable laid in ground/partially in air (as required for termination over groundincluding excavation of cable trench up to depth of 75cm, refilling, protective brick covering, Sand cushioning etc complete handling of surplus spoil, debris etto proper place as specified and directed by the deptt. (Nicco/ Havells/ RPG/CCI/Polycab/Gloster/ Finolex make) 4 Core A2XWY A2XFY70.00 Sq.mm.4 Core armoured U.G. cable |
| 56 | Supplying with fitting and fixing of 16 amp one way modular clip in switch, MODEL RANGE LEGRAND (ARTEOR), ANCHOR (AVE), MK (BLENZE), SCHNEIDER (ZENSELO), CRABTREE(MURANO)including making necessary connection as per direction of department. |
| 57 | Supplying including and fixing of following Metal boxes for MODEL RANGE LEGRAND (ARTEOR), ANCHOR (AVE), MK (BLENZE), SCHNEIDER (ZENSELO), CRABTREE(MURANO)in surface/ recessedsystem complete as per direction of department. 3 module type Metal. |
| 58 | 9 module type Metal |
| 59 | 6 module type Metal |
| 60 | Supplying including fitting and fixing of following MODEL RANGE LEGRAND (ARTEOR), ANCHOR (AVE), MK (BLENZE), SCHNEIDER (ZENSELO), CRABTREE(MURANO)front plate of suitable colour as per direction of department. 3 module |
| 61 | 6 module |
| 62 | Supplying with fitting and fixing of T 5 luminaries complete with all accessories such as ballast, starter etc. directly on wall / ceiling including connection cable,as approved by the Deptt. with 1.5 sq mm P.V.C. insulated S.C.copper conductor as required and as directed by the department. LHDT011286321 X 28W T5 FTL Havells or equivalent makeE-LITE DESIRE Surface Decorative ultra slim fixture with extruded aluminium body, prismatic diffuser, snap on installers & HF electronic ballast suitable for T5 FTLor equivalent (Equivalent will be selected by the deptt considering the mother items rate) (equivalent PHILIPS/ WIPRO/ BAJAJ/CROMPTON GREAVES / HPL/ SOLAR/ JAQUAR make). |
| 63 | GST @ 7% of estimated cost (12%-5% VAT already included in scheduled rate) |
AI Tender Summary
Tender Timeline
Feb 02, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 17, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 19, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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