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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹28.9 LAccepted-Finance | ₹28.9 L | L-1 | Accepted-Finance Lowest |
| 2 | L-2₹29.0 L+₹7,019.63 (0.24%)Rejected-Finance KHATIMA UDHAM SINGH NAGAR | UDAM SINGH NAGAR | UTTARAKHAND | 244712 | ₹29.0 L+₹7,019.63 (0.24%) | L-2 | Rejected-Finance Heigher |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Document Not Submitted |
| 4 | Not Admitted-Fee/PreQual/Technical DEHRADUN | UTTARAKHAND | 248001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Finance 04 7906130592 | - | - | Not Admitted-Finance Others-Technically not Qualified |
Tender Value
Refer Docs
EMD Value
₹75,000
Closing Date
4 Sept 2023, 11:00 amClosed
EXECUTIVE ENGINEER, RWD, U.S.NAGAR
RURAL WORKS DEPARTMENT, VIKAS BHAWAN, RUDRAPUR
Construction of New Building for Krishi Nivesh Center Khatima US Nagar
2023_RES_62463_1
853/EE/RWDdt14-08-2023
Open Tender
Civil Works - Buildings
Item Rate
270 days
Khatima
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
EXECUTIVE ENGINEER, RWD, U.S.NAGAR
₹75,000
15 Sept 2023
26 Aug 2023
4 Sept 2023
26 Aug 2023
4 Sept 2023
26 Aug 2023
Amount
Main Building Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.in all kinds of soil.
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Supplying and filling in plinth with Jamuna sand under floors, includingwatering, ramming, consolidating and dressing complete
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
P C C 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth inCement mortar 1:4 (1 cement : 4 coarse sand)
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth inCement mortar 1:6 (1 cement : 6 coarse sand
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
Half brick masonry with F.P.S. bricks of class designation 75 in superstructure abov plinth level upto floor V level inCement mortar 1:4 (1 cement :4 coarse sand)
Providing and laying in position specified grade of reinforced cement concrete1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness), includingReinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate20 mm nominal size)
Reinforced cement concrete work in Beam,suspended floor roof having slop up to 15 degree landing balcony shelf chajjas lintels band plain windoe cills staircase & sprial stair case etc. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate20 mm nominal size)
Centring and shuttering including strutting,ropping etc. and removal of form forCentring and shuttering for foundations, footings, bases of columns, etc. for mass concrete.
Centring and shuttering including strutting,ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.
Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Centring and shuttering including strutting,ropping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. TMT bars Fe500D
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile B Fixing with adjustable lugs with split end tail to each jamb
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
12 mm cement plaster of mix1:6 (1 cement : 6 fine sand
15 mm cement plaster on rough side of single or half brick wall of mix1: 6 (1 cement: 6 fine sand)
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 60x60 cm
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 8.2.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble
Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately). 8.1.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.
Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick.
Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction withframe of 1st class hard wood and well matched commercial 3 plyveneering with vertical grains or cross bands and face veneers on both Faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Providing and fixing ISI marked oxidised M.S.sliding door bolts250x16mm
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, 200x10 mm
Providing and fixing ISI marked oxidised M.S. handles conforming to IS125 mm
Providing and fixing aluminium hanging floor door stopper ISI marked anodisedTwin rubber stopper
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows alll complete.With 4.0 mm thick glass panes.
Providing & fixing fly proff wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 m and nuts & bolts complete.Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides.
12 mm cement plaster finished with a floating coat of neat cement of mix 1:3
Concealed pipe with anti corrosive bitumastic paint, cutting chases and making good the wall15 mm dia nominal bore
Concealed pipe with anti corrosive bitumastic paint, cutting chases and making good the wall 20 mm dia nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work)20 mm dia. nominal bore
Providing and fixing brass stop cock of approved quality15 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)20MM nominal bore
Providing and fixing ball valve (brass) of approved quality completeHigh or low pressure with plastic floats15 mm nominal bore
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms15mm nominal bore..
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:893115 mm nominal bore
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15mm nominal bore.
Providing and fixing white vitreous china pedestal type water closet (European typeW.C. pan with ISI marked white solid plastic seat and lid
White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C. brass pillar tap.
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C.Flexible pipe32mm dia
Providing and fixing PTMT grating of approved quality and colour.100 mm nominal dia.
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements weighing not lessthan 106 gms.
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finishedWith F.P.S. bricksInside dimensions 455x610 mm and 45 cm deep for single pipe line :
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes75 mm diameter
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes110 mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories bend 75mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories bend 110mm diameter
Finishing walls with Acrylic Smooth exterior paint of required shadeNew work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
providing and applying white cement based putty of average thickness 1mm of approved brand and manufacture, over plastered wall surface to prepare the surface even and smooth complete
Distempering with 1st quality acrylic washable distemper (ready made) of approved manufacturer and of required shade and colour complete, as per manufacturer’s specificationTwo or more coats on new work.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shadeTwo or more coats on new work
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement:3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over75mm thick bed of dry brick ballast 40 mm nominal size, well rammed andconsolidated and grouted with fine sand, including finishing the topsmooth.
Brick edging 7cm wide 11.4 cm deep to plinth protection with commonburnt clay F.P.S. (non modular) bricks of class designation 7.5 includinggrouting with cement mortar 1:4 (1 cement : 4 fine sand).
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C.projections.
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honeycomb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m longcomplete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
P/F submersible pump I/C all complete
Internal Footpath Excavation in Soil by Manual Means. (Excavation for Excavation for roadway in soil using manual meansfor carrying of cut earth toembankment site with a lift upto 1.5 m and lead upto 50 m as perTechnical Specification Clause 302.3
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.Using Gravel mix soil By Mechanical Means
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C. grade M 20Nominal mix 1:2:4 (Hand mixed)
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203Brick masonry in 1:4 cement mortar
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and TechnicalSpecification Clause 1504.
Ajay Mourya
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