Nuclear Fuel Complex Tender
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Nuclear Fuel Complex - NFC Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Apr 2022
Closing Date17 May 2022
Tender Amount₹ 7,36,00,000
Costs
EMD
₹ 14,72,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
M/518 /2022 - Civil And Other Allied Works For Black Carpeting Of The Existing Roads Inside Nfc, Hyderabad
Description
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Contact
Tender Id
2022_NFC_685275_1Bid Award Id
ViewTender No
M/518/2022Tender Authority
Nuclear Fuel Complex ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Filling available excavated earth ( excluding rock ) within NFC Premises in trenches, plinth, sides of foundation etc., in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 2 km and lift upto 1.5 m. etc. complete as specified and directed.
15
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared etc. complete as specified and directed.
80
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Lead charges, including loading, unloading, stacking, the disposable Earth by Mechanical transport for lead up to 2 KM. Note:-Lead charges measured and paid based on Truck measurement with deduction of voids @ 25%.
80
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Lead Charges, including loading, unloading stacking, the disposable ROCK / debris, by mechanical trasport for lead UP to 2 KM. Note:-Lead charges measured and paid based on Truck measurement with deduction of voids @ 50%.
80
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II. CONCRETE (PLAIN)
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Cement concrete 1:3:6 using Pazzolona Portland Cement conforming to IS 1489 (M/s. ACC, Ultra Tech, Raasi, Birla, Coramandal, M/s. Andhra Cement Ltd., KCP), river sand and graded stone aggregates of 6 mm maximum size at and at all depths below plinth level including consolidation, finishing, curing, etc., complete but excluding formwork as per specifications and as directed by Engineer -in- charge.
20
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Cement concrete ready mixed M20 grade with minimum cement content of 270 kg /cum or site batched cement concrete of 1:1/2:3 upto plinth level for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana cement conforming to IS 1489 (M/s. ACC, Ultra Tech, Raasi, Birla, Coramandal, M/s. Andhra Cement Ltd., KCP)using admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge.
20
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Plain Cement Concrete of Grade M15 by insitu mixing using Weigh Batcher or RMC of Ultra Tech, Birla Ready Mix up to specified level using Portland Pozzolana Cement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with river/ manufactured/robo sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. Fosroc, Demech, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT in proportion as per Manufacturer's Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., complete as specified and directed, but excluding Formwork. NOTE:- The blended cement i.e., PPC shall not have more than 35% of pozzolanas.
20
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Plain Cement Concrete of Grade M20 / 1: 1.5:3 by insitu mixing using Weigh Batcher or RMC of Ultra Tech, Birla Ready Mix up to specified level using Portland Pozzolana Cement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with river/manufactured/robo sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. Fosroc, Demech, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT in proportion as per Manufacturer's Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., complete as specified and directed, but excluding Formwork. in foundation, footings, plinth beam, beam, slab chajjas, lintels, bed bloks staircases and walls.
20
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Reinforced Cement Concrete design mix of Grade M25 by insitu mixing using Weigh Batcher or RMC of Ultra Tech, Birla Ready Mix up to specified level below and above plinth using Portland Pozzolana Cement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with river/manufactured/robo sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. Fosroc, Demech, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT in proportion as per Manufacturer's Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., complete as specified and directed, but excluding Formwork. in foundation, footings, plinth beam, beam, slab chajjas, lintels, bed bloks staircases, walls etc.,
20
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Reinforced Cement Concrete design mix of Grade M35 by insitu mixing using Weigh Batcher or RMC of Ultra Tech, Birla Ready Mix up to specified level below and above plinth using Portland Pozzolana Cement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with river/manufactured/robo sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. Fosroc, Demech, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT in proportion as per Manufacturer's Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., complete as specified and directed, but excluding Formwork. in foundation, footings, plinth beam, beam, slab chajjas, lintels, bed bloks staircases and walls.
10
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Transportation of damaged roof sheets and debris etc., generated from above items by engaging tractor trolley including cost of fuel, wages of driver and required manpower for loading, transporting upto a lead of 2.0KM, unloading and stacking, material in the place shown by engineer-in-charge etc., complete as directed. (Note : The size of tractor trolly shall not be less than 3.0mX1.9mX0.45m) payment shall be made for each trip.
300
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Transportation of dismantled/ removed damaged fiber reinforced cement corrugated sheets, FRP sheets, gutters, ridges etc. generated including loading, transportation out of NFC and to be disposed off through a Municipal Solid Waste management agency/ establishment, Ramkey or M/s HMEP or any approved licensec agency and disposed off in safe manner as per CPCB norms and providing a certificate to this extent.
150
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III. FORMWORK
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Providing, centring and shuttering using steel shuttering plates wooden planks including strutting and propping etc. and removal of the same for in situ reinforced concrete and in plain concrete work as required including chamfers, splays, keys, wedges,nails,bracings,brackets and applying one coat of shuttering oil on all shuttering surfaces coming in contact with concrete for Mud mat Foundations, footings,bases, columns, flooring, bed blocks. etc.,complete as directed by Engineer -in- Charge.
40
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Supply, Fabrication and Erection of Structural Steel work using Rolled Steel Joists, Beams, Channels, Plates, etc., at all levels above and below plinth level including supplying of steel sections and plates conforming to BIS 2062 of make Vizag Steel, Tata, SAIL, Jindal Ispat or any other approved manufacturer using ingots of above manufacturer make), loading, unloading, transporting the steel to site of work, cutting, fabricating using welding/bolts, using weld rods of make D&H, Advani, Philips or its approved equivalent and/or bolts and nuts from approved source, erecting using derricks/pulleys or any suitable means, fixing in position and painting with one coat of approved red oxide zinc chromate primer and two coats of Synthetic Enamel paint as per manufacturers Specifications of make Asian Paint, Berger, Johnson and Nickelson, Nerolac, cleaning the sections /plates by suitable means, etc., complete as directed by the Engineer-in-Charge.
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a) Using angles, rolled steel joists, channels and other steel sections etc.
3
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b) M.S. plates/chequered plates for mezznine floor / roof, staircase treads etc.,
3
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Supplying, fabricating, erecting and fixing in position, foundation bolts and nuts including placing in position in concrete in level using template, providing grease and protective cover like covering with polyethelene sheet to bolts and nuts to correct levels complete and as directed.
1
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Supplying, fabricating, erecting and fixing in position, insert plates/ embedded plates/pipes of GI in medium quality conforming to relevant BIS codes of required shape and size, welding anchoring lugs not less than 12mm dia MS rods, placing in position in concrete while casting, including painting with one coat of approved red oxide zinc chromate primer as per drawing in line, level and plumb complete as directed.
1
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IV. PAVEMENT
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, With material conforming to Grade-II (size range 53 mm to 0.075 mm ), complete as per specifications and directions of Engineer-in-Charge.
30
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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom with medium setting bitumen emulsion On bituminous and cement concrete surface @ 0.25kg/sqm etc., complete as per MoRTH Specification 503(5th Revision) and as directed by Engineer -in-charge.
91000
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Providing and laying Bituminous concrete of 50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix)and filler @ 3% (percentage by weight of Aggregate)prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity using HBG / HBT crushed aggregates of Grading-2 as per table 500-18 of specification 509 of MoRT & H (5th revision), premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. Note: Payment will be made based on levels for finished item of work.
4550
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Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete and as directed by Engineer -in- Charge.
91000
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Random rubble masonry with hard stone in superstructure above plinth level andup to floor V level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) with Cement mortar 1:6 (1 cement : 6 coarse sand) complete as specified and directed.
8
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Providing and laying autoclaved aerated cement blocks (AAC blocks) masonry with 100 mm thick in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand )or mortar recommended by manufaturer or as directed. The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work etc. complete as specified and directed.
8
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V. PAINTING
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Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
3900
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Cement plastering 15 mm thick for internal walls in cement morar 1:4 fininshed smooth at all height above plinth level over brick walls or concrete surface including making necessary grooves in between junctions or brick masonary and RCC and also other places wherever required over brick walls or concrete surface preparation of surface, steel/tubular scaffolding curing etc., complete as directed.
300
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Sand faced plaster 20mm thick in Two (2) coats over exterior masonry and concrete surfaces at and at all heights/depths above/below plinth level upto a height of 10 mm with base coat in Cement Mortar 1:4 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd., KCP) : 4 River Sand} 12mm thick and finishing coat in Cement Mortar1:3 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd., KCP) : 3 River Sand} 8mm thick final rendering including addition of approved integrated waterproofing compound @ 2% by weight of cement or as per manufacturer’s Specifications for the base coat of make M/s. Fosroc/Demech/ Huntsman/ Pidilite/ SIKA Qualcrete / MBT/Sunanda Chemicals, making necessary grooves, bands, drip moulds, etc., as required, double steel/tubular scaffolding wherever necessary, curing, etc., complete as specified and directed.
100
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Cement pointing of raised and Cut type on stone work with cement mortar 1:3 (1 cement : 3 fine sand), cement of M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd., KCP including raking of joints, pointing neatly and finishing the joints as specified, curing scaffolding etc. complete.
80
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Providing and applying birla white putty or approved equivalent of 1 mm thickness over plastered surface to prepare the surface even and smooth complete.
100
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Providing and applying a floating coat of neat cement punning over plastered and RCC surface etc., complete as directed by Engineer in charge.
100
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VI. MISCELLANEOUS ITEMS
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm),including making drainage opening wherever required complete etc. as per directionof Engineer-in-charge (length of finished kerb edging shall be measured for payment).(Precast C.C. kerb stone shall be approved by Engineer-in-charge).
10
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Providing and fixing to the inlet mouth of rain water pipe with Cast Iron / Mild steel grating 150mm diameter or 150 mm Square weighing not less than 440 grams including makinng good with the cement mortar as required complete as per specifications and as directed by Enginner- In- Charge.
130
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Providing and fixing Glow studs of size 100 mm square and 20 mm thick made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
2600
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 2 kms (by mechanical means) complete and as directed by Engineer -in-charge.
52000
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Scarifying the existing Cement Concrete road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 2 kms (by mechanical means) complete and as directed by Engineer -in-charge.
39000
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Demolishing Plain cement concrete manually/ by mechanical means including disposal of material within 2 Kms lead, cleaning etc., complete and as directed by Engineer - in - charge.
7
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Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 2 kms, stacking serviceable and unserviceable material separately including cutting reinforcement bars complete and as directed by Engineer -in- charge.
7
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Dismantling the Mosaic tile/ white Glazed tile/Kota stone/ Shahbad stones etc. including removal of bedding mortar, stacking of materials and disposing of debris within lead of 2 kilometers etc. complete and as specified and directed.
100
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Dismantling 150 / 230 mm thick Rubble stone pitching / flooring with cement mortar pointing in pedestals, walls, drains etc. including stacking of serviceable materials and disposal of unserviceable material within 2 Kms. lead etc. complete as specified and directed.
100
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Dismantling/breaking the existing bituminous surfaces road carefully to the required size, including removing soling, WBM road, stacking useful materials at the locations shown and disposing of debris within a distance of 2 kms. etc., as specified and directed.
15
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FORM WORK & SHUTTERING WORKS
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Providing centering and shuttering using steel shuttering plates at all depths and heights below and above plinth level, vertical, horizontal, inclined including strutting, propping using steel pipes/acro stagging, removal, cleaning of the same for insitu reinforced cement concrete and in plain cement concrete work as required including chamfers, splays, keys, wedges, nails, bracings, brackets and applying one coat of shuttering oil on all shuttering surfaces coming in contact with concrete etc., complete as directed. in Foundations, footings, bases of columns, Lintels, beams, plinth beams, cantilevers, Window, Sill, copings etc, and as directed .
300
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Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
100
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PAINTING WORKS
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White washing to walls and ceiling with best quality lime in three coats (using brushes for application) including scaffolding, sand papering, filling crevices with putty and cleaning surfaces etc. complete as specified and directed.
200
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Painting on Old work with two coats of SYNTHETIC oil bound distemper. of approved shade and make including including water thinnable priming coat with cement primer, preparing the surfaces, including removal of old paint, if any, sand papering, filling with putty as required,scaffolding and cleaning etc. complete as specified and directed.
200
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Painting with antifungal 100 % premium Acrylic emulsion paint in 2 (two) coats having 100% acrylic of Asian/Berger/Nerolac makes of first quality and required shade over walls, ceilings etc., including compatible primer, scaffolding upto height of 10m, removing whitewash/color wash/old paint, if any, by scrapping with scrubbing machine, sand papering, preparing the surface smooth including necessary repairs to scratches, filling in crevices, holes and cracks etc., with approved filler etc., complete all as specified and directed.
200
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Painting with synthetic enamel paint in 2 (two) coats of Asian/Berger/Nerolac make of 1st quality with required shade on wooden/steel doors, windows, ventilators, composite units, louvers, rolling shutters, hand rail and balustrades, plastered surfaces etc., including compatible primer, scaffolding upto height of 10m, removing old paint, if any, by scrapping with scrubbing machine, sand papering, preparing the surface, brushing with wire brushes, scraping with steel scrapper etc., filling in crevices and cracks etc. with approved filler etc., complete as specified and directed.
100
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FLOORING WORKS
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Rubble stone hard core (soling) for pavements/grade slab/road works using approved local stones brought from outside below floor of 150 to 225 mm consolidated thickness with stones vertically hand set, interstices packed with smaller stone chips of appropriate size, blinding with moorrum, watering, consolidating by suitable means as directed, finishing to proper levels, etc., complete as specified and directed.
50
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Providing & laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12
mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
100
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Vitrified double charged tiles of size size of tiles 600X600 mm flooring and skirting, treads of staircase ect. Using 10mm thick ceramic tiles of 1 st quality, matt finish and non slippaerry of make sparket, regency, johnson, Somani or any other approved equivalent of required shade, design colour and pattern laid on 20 mm thick cement mortar 1:4 ( 1 cement: 4 Coarse sand) to receive the floor tiles including cleaning, close jointed and pointed with matching colour slurry of required colour and laticrete, finished to levels, slop or plum as required including cutting of tiles, acid washing, removing and reinstating the loose and cracked surfaces with suitable repairs etc. complete for corridors, stair entrances, conference room and office blocks corridors etc. complete as specified and directed.
200
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Anti skid Ceramic tile of size 300X300 mm or 400X400 mm, for, flooring, skirting, and repair of existing floors using 8 mm thick ceramic tiles of size as mentioned below, glossy or matt finish, of 1 st quality( Spartek, Regency, Johnson, Somani, Nitco Khazaria) or required shade, edge cut, design, colour and pattern over 20mm thick cement mortar 1:3 bedding/backing coat, close jointed and pointed with matching cement slurry using white cement and pigment mixed with to give required colour, finished to levels, slope or plumb as required including cutting of tiles cring, acid washing etc. complete.
200
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MISCELLANEOUS WORKS
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Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm with Upto and including 12mm dia. steel bars. in RCC beams, lintels, columns and slabs including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.
50
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Supplying, fabricating, erecting and fixing in position, foundation bolts and nuts including placing in position in concrete in level using template, providing grease and protective cover like covering with polyethelene sheet to bolts and nuts to correct levels complete and as directed.
0.5
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Supply and grouting column base, anchor holes, holes, pocket, foundation tops etc., mixing, placing curing etc., With Non Shrink, free flow general purpose GP 2 grout of approved make and 6 mm downgraded stone aggregate ( Fosroc,Sika,Pidilite, STP, BASF, Eassar, ACC.) as per manufacturer specifications and as directed by EIC, excluding shuttering.
1000
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Supplying and filling in foundations and plith under Machine Foundations sides etc., with approved granular sand in layers not exceeding 200 mm, watering, consolidating leveling each layers complete as directed.
3
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Hacking the existing cment concrete floor surface at an average of 5 to 7 indentations of 3 to 5 mm deep per 50 sqcm with hacking hammers or chisels, cleaning the aears, disposing the debris within a lead of 50 m etc., complete
100
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Making pockets in various sizes, as given below in existing RCC flooring and in brick masonry including dismantling RCC, cutting the reinforcement by approved means including removal of soling wherever necessary, disposing off the debris with in a lead of 2 kms, making good the damages, if any done to the adjoining partitions etc., complete as directed.
60
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Making the following openings in masonry walls at various elevations in various buildings and fixing the frames supplied by Department , making good the damages and sides of opening in CM 1:4 as directed by Engineer-in-Charge. FOR EXHAUST FANS-Size above 300 mm dia upto 600 mm dia and For A.C. frames of approximate size 800mm x 600mm as required.
30
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Repairs to plaster of thickness 12 mm to 20 mm in patches including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
60
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