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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹47.8 LAccepted-AOC | L-1 | Accepted-AOC ist Lowest | |
| 2 | L-2₹51.4 L+₹3.6 L (7.53%)Rejected-Finance BAGESHWAR UTTARAKHAND UT | L-2 | Rejected-Finance Hiegher | |
| 3 | L-3₹51.8 L+₹4.0 L (8.46%)Rejected-Finance SITARGANJ UDHAM SINGH NAGAR | UDAM SINGH NAGAR | UTTARAKHAND | 244712 | L-3 | Rejected-Finance Hiegher | |
| 4 | L-4₹51.9 L+₹4.2 L (8.72%)Rejected-Finance | L-4 | Rejected-Finance Hiegher | |
| 5 | L-5₹53.3 L+₹5.5 L (11.5%)Rejected-Finance | L-5 | Rejected-Finance Hiegher |
Tender Value
Refer Docs
EMD Value
₹1.2 L
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 and 03 laboratory room in govt inter college bagwala, Rudrapur, Udham Singh Nagar.
2021_RES_34989_1
673/2-LEKHA/11.08.2021
Open Tender
Civil Works - Buildings
Item Rate
240 days
RUDRAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EXECUTIVE ENGINEER, RWD, U S NAGAR
₹1.2 L
28 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.
Filling available excavated earth (excluding rock) in trenches, plinthsides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, leadup to 50 m and lift upto 1.5 m.
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).
Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 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)
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)
Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry (with F.P.S. bricks).
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.
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&laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface prepration, first layer of slurry of cement@ o.488kg/sqm mixed with waterproofing compound &.0.253kg/sqm (b) laying second layer of fiber glass cloth when the first layer is still green. overlaps of joints of fiber glass cloth should not be less than 10 cm.(c)third layer of 1.5mm thickness consisting of slurru of [email protected]/sqm mixed with waterproofing [email protected]/sqm and course [email protected]/sqm thish will be allowed to air cure for 4 huors followed by wter curring for 48 hours. the entire treatment will be taken up to 30cm on parapit wall and tucked into groove in parapit all around(d) fourth &final layer of brick tiling with cement morter (which will be paid seprately .for purpose of measurement the entire treated surface will be measured.
12 mm cement plaster finished with a floating coat of neat cement of mix 1:3
Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
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 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
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.
Providing & applying a coat of residual petroleum bitumen of grade of VG-10of approved quality using 1.7kg per square metre on damp proof course aftercleaning the surface with brushes and finally with apiece of cloth lightlysoaked in kerosene oil.
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C.projections.
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).
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering 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
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.
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes110 mm diameter
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work)15 mm dia. nominal bore
Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever requiredSize 450x300x150 mm
Providing and fixing PTMT grating of approved quality and colour.100 mm nominal dia.
Providing and fixing stainless steel ( Grade 304) railing made of Hollowtubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.).
PAWAN KUMAR DEEPAK KUMAR CONTRACTOR
M/s Suresh Kumar Jain
CHAWLA CONSTRUCTION
YUSUF MALIK
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