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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.2 LAccepted-AOC | ₹20.2 L | 1 | Accepted-AOC Lowest |
| 2 | 2₹21.5 L+₹1.3 L (6.24%)Rejected-Finance | ₹21.5 L+₹1.3 L (6.24%) | 2 | Rejected-Finance Reject |
| 3 | 3₹22.1 L+₹1.9 L (9.30%)Rejected-Finance DAM PALA KHATIMA DISTRICT UDHAM SINGH NAGAR | UDAM SINGH NAGAR | UTTARAKHAND | 244712 | ₹22.1 L+₹1.9 L (9.30%) | 3 | Rejected-Finance Reject |
| 4 | 4₹22.4 L+₹2.2 L (10.9%)Rejected-Finance SUBHASHNAGAR ROORKEE DISTRICT HARIDWAR | ₹22.4 L+₹2.2 L (10.9%) | 4 | Rejected-Finance Reject |
| 5 | 5₹24.9 L+₹4.7 L (23.2%)Rejected-Finance 04 7906130592 | ₹24.9 L+₹4.7 L (23.2%) | 5 | Rejected-Finance Reject |
Tender Value
Refer Docs
EMD Value
₹51,000
Closing Date
27 Aug 2021, 10:00 amClosed
EXECUTIVE ENGINEER, RWD, U S NAGAR
RURAL WORKS DEPARTMENT, VIKAS BHAWAN, RUDRAPUR
Construction of 02 class room in govt inter college Charubeta, Khatima, Udham Singh Nagar.
2021_RES_35547_1
673/2-LEKHA/11.08.2021
Open Tender
Civil Works - Buildings
Item Rate
180 days
Khatima
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
EXECUTIVE ENGINEER, RWD, U S NAGAR
₹51,000
25 Jul 2023
18 Aug 2021
27 Aug 2021
18 Aug 2021
27 Aug 2021
18 Aug 2021
Amount
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 includingramming and watering of the earth in layers not exceeding 20cm 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 stoneaggregate 40 mm nominal size)
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)
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 thresholdof 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 coatof approved steel primer after pre-treatment of the surface as directedby Engineer-in-charge:Profile B Fixing with adjustable lugs with split end tail toeach jamb
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 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 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 hingeswith necessary screwsf
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.
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.
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C.projections.
YUSUF MALIK
KANYAL ENTERPRISES
Raja Enterprises
DEV ENTERPRISES
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