Renovation And Upgradation Works In Pondrik Park , Jaipur
Tender Value
1.75 Crore
Estimated cost
Bid Submission
09 Nov 2020
0 days left
EMD
1.75 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
JAIPUR → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renovation And Upgradation Works In Pondrik Park , Jaipur
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 12-Oct-2020 | Corrigendum_01 | Date | 09-Nov-2020 |
| 2 | 29-Oct-2020 | Addendum_01 | Technical Bid | 09-Nov-2020 |
BOQ
| Name of Work: Renovation & Upgradation works in Pondrik Park, Jaipur | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding\nwherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Lime Concrete, cement concrete grade M-10 (1:5:10) and below | 50 | cum | |
| 2 | 2 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding\nwherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by EngineerCement Concrete Grade M-15 and above and PCC blocks | 50 | cum | |
| 3 | 3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-incharge. In cement mortar | 25 | cum | |
| 4 | 4 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. | 250 | kg | |
| 5 | 5 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 3200 | Sqmt | |
| 6 | 6 | Dismantling Brick / Tile work Rubble stone masonry in cement mortar | 50 | cum | |
| 7 | 7 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc | 580 | cum | |
| 8 | 8 | Carriage of Materials by mechanical transport including loading, unloading and stacking : lead upto 20 km Sand, bazri, ballast, kankar | 1405 | cum | |
| 9 | 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | 200 | cum | |
| 10 | 10 | Brick masonry work with First class FPS bricks (min. 10.5 Mpa) incement mortar with mechanical mixer in substructure/ superstructure at all levels complete as per clause 1300 and 2200 of MoRT&H specification including all material, labour, scaffolding etc but excluding pointing and plastering. In cement mortar 1:4 (1 cement : 4 coarse sand) | 50 | cum | |
| 11 | 11 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | 4500 | kg | |
| 12 | 12 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | 157 | sqmt | |
| 13 | 13 | Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade : Two or more coats on new work | 1500 | sqmt | |
| 14 | 14 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix) | 60 | cum | |
| 15 | 15 | Random rubble stone masonry work in cement mortar with mechanical mixer in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 and 1400 of MoRT&H specification including all scaffolding material, labour, machinery but excluding pointing and plastering In cement mortar 1:4 (1 cement : 4 coarse sand) | 172 | cum | |
| 16 | 16 | Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) Red sand stone - Exposed face fine dressed with rough backing 30 mm thick | 200 | sqmt | |
| 17 | 17 | Providing and fixing expansion hold fasteners on C.C. /R.C.C. surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 12 mm. | 800 | each | |
| 18 | 18 | Providing and fixing stainless steel clamps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement :2 coarse sand) including making the necessary chases in stone and holes in walls wherever required. | 200 | kg | |
| 19 | 19 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush.Red sand stone | 500 | sqmt | |
| 20 | 20 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush.White sand stone | 430 | sqmt | |
| 21 | 21 | Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade & PN-6 for potable water as per IS 4984 (amended upto date) in trenches complete with all accessories like Bend, Tee, Reducer, Stub end, End cap etc including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. 75 mm dia Note : E/w to be measured and paid separately.\n | 250 | metre | |
| 22 | 22 | Providing, lowering, laying & jointing MDPE pipes (Class-PE 80) PN 12.5 composite pipes for extra length for house service connections as per drawing and specifications complete including all\nmaterial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.20 mm dia service pipe\n | 200 | metre | |
| 23 | 23 | Providing, lowering, laying & jointing MDPE pipes (Class-PE 80) PN 12.5 composite pipes for extra length for house service connections as per drawing and specifications complete including all\nmaterial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.25 mm dia service pipe | 250 | metre | |
| 24 | 24 | Providing, lowering, laying & jointing MDPE pipes (Class-PE 80) PN 12.5 composite pipes for extra length for house service connections as per drawing and specifications complete including all\nmaterial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.32 mm dia service pipe | 350 | metre | |
| 25 | 25 | Finishing walls with Acrylic Smooth exterior paint of required shade. Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). | 3200 | sqmt | |
| 26 | 26 | Providing and fixing brass stop cock of approved quality 20 mm nominal bore | 8 | each | |
| 27 | 27 | Providing and fixing gun metal gate valve with C.I. wheel ofm approved quality (screwed end) : 25 mm nominal outer dia .Pipes. | 6 | each | |
| 28 | 28 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal outer dia .Pipes. | 10 | each | |
| 29 | 29 | Providing and fixing brass bib cock of approved quality : 20 mm nominal bore | 10 | each | |
| 30 | 30 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore | 10 | each | |
| 31 | 31 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore\n | 10 | each | |
| 32 | 32 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.\nb) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed\nslurry\n | 800 | sqmt | |
| 33 | 33 | Coloured plain Araish work 1:2 (1 lime : 2 zikki) on lime plaster or plane back ground including preparation of lime for 6 months by slaking of lime with curd and changing the water every week. The Kara plaster of not more than 6mm thick is to be left the maximum of 3 months to appear the shrinkage & temperature cracks. Over the Kara plaster 2mm layer of grinded lime putty is to be done and is to be rubbed Gently by Akik stone. Then adding Khoppra & Ghee and inserting the design of colour boarder all round including desired colour stone pigment to match the existing colour. | 10 | sqmt | |
| 34 | 34 | Coloured plain Araish work 1:2 (1 lime : 2 zikki) on lime plaster or plane back ground including preparation of lime for 6 months by slaking of lime with curd and changing the water every week. The Kara plaster of not more than 6mm thick is to be left the maximum of 3 months to appear the shrinkage & temperature cracks. Over the Kara plaster 2mm layer of grinded lime putty is to be done and is to be rubbed Gently by Akik stone. Then adding Khoppra & Ghee and inserting the design of colour boarder all round including desired colour stone pigment to match the existing colour..\n | 78 | sqm | |
| 35 | 35 | Khamira Colour Washing as per old traditional practice to prepare the Khamira the lime should be slaked at least for 7-10 days and regularly it should be stirred by adding cured, Gugal, for nonsynthetic colour adding gum (babool gum) as per specification. Then applying prepared solution on walls three to four thin coats asdesired finishing. | 250 | sqm | |
| 36 | 36 | Stucco work in lime, Surkhi, mortar (1:2) as per existing design work/ traditional practices by skilled craftsman, the stucco work should be done as per restoration nature, the mortar should be prepared by grinding mill adding gur, methi & gugal.. The thickness varies from 50 mm to 100mm as per the design (minimum rectangular surface area to be measured).\n | 50 | sqmt | |
| 37 | 37 | Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder) grinding mortar with grinding mill/manually on lime base, on ceiling and all flat surface in two coats. First coat applying 3 mm to 4 mmthick and curing properly at least 7 days, second finishing coat doneafter 7 days of previous coat as per traditional practice.(thickness\nnot more than 6 mm.)\n | 50 | sqmt | |
| 38 | 38 | Removing of old lime plaster up to 75 mm thick in patches with height up to 4.5 m. Disposal up to 100 meter lead | 50 | sqm | |
| 39 | 39 | Scraping & Removing of white wash/ distemper/algli etc. from plain plaster & surfaces gently with care to keep intact the old designs. | 100 | sqmt | |
| 40 | 40 | Scraping & Removing of white wash/ distemper/oil paint /algli etc. from lime plaster highly decorative, ornamental and stucco work withat most care by using fine sand paper under the close supervision to keep intact the old designs | 150 | sqmt | |
| 41 | 41 | Painting on Stucco work with stone colours including base coat of khameera as per traditional practice (minimum rectangular to be measured). | 50 | sqmt | |
| 42 | 42 | Chemical treatment of araish surface to clean from yellowness, blackness, algal growth, dust, dirt oily accretions, lime & gypsum deposits, filling of gaps & cracks and application of preservative\ncoating to prevent algal growth and make the surface water proof.\n | 50 | sqmt | |
| 43 | 43 | Conservation of fresco paintings in monuments by cleaning of the painted surface from all types of stains, dust, dirt, greasy & oily accretions etc. with the help of suitable chemicals, removal of cracks, consolidation of flaking paint layer and plaster, filling of the lacunae in the plaster, treatment of salt effect and altered paint layer retouching of the lost portions and providing a preservative coating.\n | 30 | sqmt | |
| 44 | 44 | Making Kangura on top of the wall as per Jaipur traditional practice with tile brick bats/stones in grinded Lime Surkhi mortar 1:2 thickness of kangoora 15cm & height 45cm, finishing with lime Surkhi mortar 1:2 complete in all respect up to 10.00 meter from ground level including all scaffolding, lead & lift. | 50 | mtrs | |
| 45 | 45 | Conservation of plain araish in monuments by cleaning of the\npainted surface from dust, dirt, greasy & oily all types of accretions with the help of suitable chemicals, removal of cracks and holes,consolidation of plaster, filling of the lacunae in the plaster, treatment of salt effect, restoration of the lost portions and providing a preservative coating. | 50 | sqmt | |
| 46 | 46 | Providingandfixing\"StoneKalasha\"asperexistingmatchingondomsodchattries/jharokhasasperexistingdesign&dimensionsaspertraditionalpractices,fixingofkalashcarefullywithoutdamagingthedoms complete in all respect (ii) Kalasha height.(exposed part) 70cm. to 80cm.\n | 4 | each | |
| 47 | 47 | Providing and fixing Marble stone flooring table rubbed, 15-18 mm thick over 20mm (Av.) thick base of CM 1:4 (1 cement : 4 coarse sand) or slab in wal, steps, pillars, counters, jambs, shelves, sills etc.laid over 12mm (Av.) thick base of CM 1:3 (1 cement : 3 coarse sand), jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Makrana 'Adanga'. Above 3601 Cm2 Slabs | 50 | sqmt | |
| 48 | 48 | Extra for Mirror polishing on marble work where ever required to give high gloss finish complete | 50 | sqmt | |
| 49 | 49 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete. | 25 | sqmt | |
| 50 | 50 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts.\n | 30 | sqmt | |
| 51 | 51 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts.Suspended floors, roofs, landings, balconies and access platform. | 125 | sqmt | |
| 52 | 52 | Brick work with FPS bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand | 94 | cum | |
| 53 | 53 | Random rubble dry stone Kharanja (soling) under floor. | 75 | cum | |
| 54 | 54 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. | 4710 | kg | |
| 55 | 55 | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand) | 3200 | Sqmt | |
| 56 | 56 | Extra for plastering done on moulding cornices or architraves including neat finish to line and level: In two coats | 150 | sqmt | |
| 57 | 57 | Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10\ngrade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 650 | rmt | |
| 58 | 58 | Chemical treatment of marble stone to clean from yellowness,\nblackness, algal growth, dust, dirt oily accretions, lime & gypsum\ndeposits, filling of cracks/ joining of gaps/ pointing, strengthening of weak stone, removal of salt effect and application of preservative coating to prevent algal growth and make the stone water proof. | 25 | sqmt | |
| 59 | 59 | Chemical treatment of araish surface to clean from yellowness, blackness, algal growth, dust, dirt oily accretions, lime & gypsum deposits, filling of gaps & cracks and application of preservative\ncoating to prevent algal growth and make the surface water proof. | 25 | sqmt | |
| 60 | 60 | Exposition of the original surface of fresco paintings/tempra paintings by careful removal of upper coating of whitewash/paint/distemper/plaster, araish etc. without any harm to the original hidden art work, conservation of the paintings & strengthen the original art work with the preservative coating and making it water proof as per direction of the Chemist-in-charge. | 15 | sqmt | |
| 61 | 61 | Supplying and fixing of GI chain link fencing of required width in mesh including strengthening with 2 mm dia GI wire/ G.I. staples/ G.I.U-nails/ nuts bolts with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only etc complete as required and as per direction of Engineer-in-charge. | 250 | sqmt | |
| 62 | 62 | Supplying and fixing of GI chain link fencing of required width in mesh including strengthening with 2 mm dia GI wire/ G.I. staples/ G.I.U-nails/ nuts bolts with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only etc complete as required and as per direction of Engineer-in-charge.Mesh size 50mm x 50mm made of GI wire 3.15mm dia | 200 | sqmt | |
| 63 | 63 | Trenching in specified soil upto a depth of 60 cm. including removal and stacking of serviceable materials and then disposal by spreading and neatly leveling within a lead of 50 metres and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and farm-yard manure before and after flooding with water (excluding cost of imported earth and sludge or farm-yard manure).\n | 100 | cum | |
| 64 | 64 | Digging holes in all kinds of soil and refilling the same with the excavated earth mixed with well decayed farm yard manure (cost of well decayed farm yard manure to be paid separately) Hole 1.2 m dia and 1.2 m deep | 25 | each | |
| 65 | 65 | Digging holes in all kinds of soil and refilling the same with the excavated earth mixed with well decayed farm yard manure (cost of well decayed farm yard manure to be paid separately) Hole 0.9 m dia and 0.9 m deep | 25 | each | |
| 66 | 66 | Digging holes in all kinds of soil and refilling the same with the excavated earth mixed with well decayed farm yard manure (cost of well decayed farm yard manure to be paid separately) Hole 0.6 m dia and 0.6 m deep | 150 | each | |
| 67 | 67 | Digging holes in all kinds of soil and refilling the same with the excavated earth mixed with well decayed farm yard manure (cost of well decayed farm yard manure to be paid separately) Holes 0.45 m dia, and 0.45 m deep | 400 | each | |
| 68 | 68 | Filling mixture of earth and sludge farm-yard manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or farm yard manure and labour for mixing not included in this rate).\n | 200 | sqmt | |
| 69 | 69 | Flooding the ground with water including making kiaries and dismantling the same. | 10000 | sqmt | |
| 70 | 70 | Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm. | 1800 | sqmt | |
| 71 | 71 | Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of0.6 cum per 100 sqm.\n | 1800 | sqmt | |
| 72 | 72 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. | 2500 | sqmt | |
| 73 | 73 | Fine dressing the ground. | 2500 | sqmt | |
| 74 | 74 | Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately). | 500 | cum | |
| 75 | 75 | Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. | 1200 | metre | |
| 76 | 76 | Renovation lawns including, weeding, forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayed farm yard manure.\n | 3600 | sqmt | |
| 77 | 77 | Supply and fixing different type of steel pre-fabricated garden bench/\njhula/ slides and other children play items made of steel duly painted\nas per approved design and specifications by engineer in charge\nmade of MS pipe, Flates, rectangular hollow section or other steel\nsections duly welded and or nut bolted where ever required, rubbing\nand buffing welded joints to make safe for use of children and\npainted in approved pattern complete as required\n | 1500 | kg | |
| 78 | 78 | Supplying and stacking good earth at site of work.\nNote: 1) Loading, unloading and carriage to be paid extra as per\nactual lead.\n2) Earth measured in stacks will be reduced by 20% foe payment | 450 | cum | |
| 79 | 79 | S&F following sizes (dia.) of ISI marked medium duty PVC conduit along with accessories in surface /recessed using saddles, clamps, fastener as required including cutting the wall and making good the same as required. 25 mm | 5000 | rmt | |
| 80 | 80 | S&F following sizes (dia.) of ISI marked medium duty PVC conduit along with accessories in surface /recessed using saddles, clamps, fastener as required including cutting the wall and making good the same as required. 32 mm\n | 1000 | rmt | |
| 81 | 81 | P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with Copper conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.4.0 Sq.mm 3 core | 4900 | metre | |
| 82 | 82 | P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with Copper conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 6.0 Sq.mm 4 core | 1000 | metre | |
| 83 | 83 | Supplying and making one end termination with heavy duty single compression brass gland SIBG type, heavy duty Copper/Bimetallic lugs lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. 3 x 4.0 sq.mm\n | 120 | sqmt | |
| 84 | 84 | Supplying and making one end termination with heavy duty single compression brass gland SIBG type, heavy duty Copper/Bimetallic lugs lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. 4 x 6.0 sq.mm | 72 | sqmt | |
| 85 | 85 | P&F of thermoplastic/ PVC cable junction boxes of following\nminimum sizes with IP65/ IP55 protection including threaded cable\nglands made of polyamide material, terminals complete in all\nrespect. 98 x 98 x 50 (mm) (4 Sq. mm)\n | 50 | nos | |
| 86 | 86 | Supply and erection of Decorative/ Heritage Cast Iron pole as per approved design of following length with base plate onthe cement concrete foundation of M-15 grade (1:1.5:3) with the help of anchor bolts of grade 6.8 (IS 1367 P III). The pole shall be made of Cast Iron as per IS 210:1993, precision machining and filling job to achieve good finish and a fine coat of primer on each element before assembling. After assembling of each element one coat of primer and two coats of P.U. paint are applied. Approved coloured UV resist coating of mat/ glossy/metallic finish followed after air drying of pole. The pole shall have a weatherproof flush door and locking arrangements, two/ one arm bracket of length of 430/380mm complete in all respect. 3 mtr\n | 40 | each | |
| 87 | 87 | P/ F IP-65/ IP-66 protected street light luminaries on existing bracket. Fixture made from powder coated single piece pressure die cast aluminum housing with\nheat dissipation fins on housing with high power LEDs . Diffuser / glass cover for ensuring IP-65 protection for lamp and control gear compartment, system lumen\noutput of 100 lum/watt high power LED. Integrated driver shall be high efficiency having efficiency more than 85 % and in compliance to IEC standards. System\nlife of 50000 burning hours with 70 % of initial lumens maintained. Fixture shall be in CE compliance.Warm White, BRTFG 100W LED WW | 65 | each | |
| 88 | 88 | Supply, Erection and Fixing of hot dipped galvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the existing poles Single arm overhang | 50 | each | |
| 89 | 89 | Supply, Erection and Fixing of hot dipped galvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the existing poles Double arm overhang | 10 | each | |
| 90 | 90 | Supply, erection testing and commissioning of high mast lighting system (as per CP3-TRT/1996 of ILE, UK) consisting of totally hot dip galvanised by single dipped method high mast, lantern carriage suitable for up to 12 nos luminaries, mast head assembly, two nos aviation obstruction neon lights, double drum type self sustaining winch, integral power tool( winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, suitable ropes and CC foundation of M-15 grade complete as required. The mast is constructed from mild steel plates (as per BS-EN 10025) cut and folded to form a polygonal section, telescopic jointed and welding as per BS 5135. The complete work shall be supervised and certified by the manufacturers for satisfactory supply, erection, testing and commissioning of high mast. with all accessories, which also includs internal electrical cable and panel with foundation, erection & commissioning excluding luminaries and lamps 20 Mtr Hm (in 2 section) each | 2 | each | |
| 91 | 91 | P & F IP-65 protected multi tap ballast street light luminaire on existing bracket suitable for HPSV LAMP, made out from powder coated single piece die cast aluminium housing, electrochemically brightened and anodized POT optics aluminium reflector, heat resistant and toughened glass cover and accessories like multi tap copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc. as required (without lamp) 1 X 250/ 150 Watt | 20 | each | |
| 92 | 92 | Supply , Drawing and Testing of 4 pair, 100 ohm, 24 AWG UTP Cat 6 Cable as per latest ammendments of TIA /EIA 568 B.2-1 Specifications in existing MS/PVC Conduits including making connections to Information outlets and Patch Panels with ferruling at both ends for identification with necessorry tools for punching, stripping, crimpping and testing required. | 2500 | metre | |
| 93 | 93 | 100 mm diameter Submersible pump shall have following HP Rating, phase, Head, minimum Discharge respectively. 5.0 HP, 3-Ø, (120-220)Mtr, (100-38)LPM\n | 4 | each | |
| 94 | 94 | P & F of IP 68 protected LED underwater light system\nwith Die cast housing, toughened glass diffuser, 9 X 1W,\n12V DC LED lamps with dynamic color changing\ncapability available in quick connecting cable coupled\nwith various mounting accessories. Ability to create 16.7\nmillion uniform, smooth and brilliant colors without\nrevealing any lamp image. Available in 5 colors –\namber, green, blue, red and white | 8 | each | |
| 95 | 95 | Supply , Drawing and Testing of Outdoor, steel tape\narmoured multimode[62.5/125um ] glass Fiber Optic\nCable as per latest ammendments of TIA /EIA 568B.3 ,\nGR 20 CORE/ UEC 794-1/ EN 187000 Standards in\nexisting MS/PVC Conduits/ hume pipe including making\nterminations to active passive equipments with ferruling\nat both ends for identification with necessorry tools for\nTerminations and testing required 6 Fiber | 2000 | metre | |
| 96 | 96 | Supply ,Installation and Testing of indoor 1 pair\nmultimode [62.5/125um ] glass Fiber Optic Patch Cords\nof One mtr length as per latest ammendments of TIA\n/EIA 568B.3 and IEC 794 Standard Specifications\nincluding ST II / SC/FC/MT/PC connectors at both ends\nas per requirements . | 30 | each | |
| 97 | 97 | Supply ,Installation and Testing of 19 \" Rack mounted/\nsurface mounted aluminium / CRS powder coated\nmultimode glass Fiber Optic Cable Patch panel/ LIU (upgradable to intelligent panels with use of sensor\nstrips) along with cable tray/ fiber management system ,\nadapters for ST II/ SC/FC/MT/PC connections including\nmaking connections (Terminations if required will be\npaid seperately) to active / passive equipments with\nferruling at both ends for identification with necessorry\ntools for Terminations and testing required . 8 Ports | 30 | each |
AI Tender Summary
Tender Timeline
Oct 29, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 09, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Nov 09, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedNov 09, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 10, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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