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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹46.5 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹46.5 L+₹2,887 (0.06%)Rejected-Finance | 2 | Rejected-Finance Highest Biidder | |
| 3 | 3₹51.5 L+₹5.0 L (10.7%)Rejected-Finance | 3 | Rejected-Finance Highest Biidder | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹48.9 L
EMD Value
₹1 L
Closing Date
10 Jun 2020, 4:00 pmClosed
EE RWD Division Dehradun
EE RWD Division Dehradun
Construction of science laboratory , art and craft room , computer room and library at Government Inter College Buranskhanda .
2020_RES_23737_1
RWD_DDN_133_01
Open Tender
Civil Works - Buildings
Item Rate
300 days
Raipur
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
EE RWD Division Dehradun
₹1 L
29 Aug 2023
19 May 2020
12 Jun 2020
19 May 2020
10 Jun 2020
19 May 2020
Amount
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual mea 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 gettin out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(a) All kinds of soil. DSR NO 2.8.1
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. DSR NO 2.25
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level (a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) DSR NO 4.1.8
Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters, columns, piers, abutmets, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc upto floor five level, excluding the cost of centring, shuttering and finishing DSR NO 4.2.3
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth DSR NO 4.17
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item DSR NO 6.1.2
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item DSR NO 5.1.2
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) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item DSR NO 6.4.2
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 floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item DSR NO 5.2.2
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). DSR NO 5.3
Centring and shuttering including strutting,ropping etc. and removal of form for (a) foundations, footings, bases of columns, etc. for mass concrete. DSR NO 5.9.1
Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform. DSR NO 5.9.3
Centring and Shuttering for lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR NO 5.9.5
Centring and Shuttering for columns, Pillars, Piers, Abutments, Posts and Struts. DSR NO 5.9.6
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item DSR NO 5.22.6
Add or deduct for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. DSR NO 5.3
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 . DSR NO 2.8.110.25.2
Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together bymechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm 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 C DSR NO 10.14.2.1
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.(a) Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 5x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) DSR NO 10.15.1
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 . DSR NO 9.21.1
Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with :(a) 4.0 mm thick glass panes .DSR NO 10.30.1
Providing and fixing M.S. grills of required pattern in frames (a) MS grills fixed to steel windows by welding. DSR NO 9.48.1
Providing and fixing fly proof galvanised M.S. wire gauge to windows and clerestory (a) With 12 mm mild steel U beading DSR NO 9.51.2
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick DSR NO 11.26
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. DSR NO 11.27
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 75 mm diameter DSR NO 12.41.1
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 110 mm diameter DSR NO 12.41.2
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Shoe (Plain) - 110 mm DSR NO 12.42.6.2
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. DSR NO 12.44
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase - In 75x75 mm deep chase DSR NO 12.21.1
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticis sand) and making good the wall etc. complete. 110 mm DSR NO 12.43.2
12 mm cement plaster of mix.1:6 (1 cement : 6 fine sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item DSR NO 13.1.2
15 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement : 6 fine sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item DSR NO 13.2.2
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) DSR NO 13.16.1
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer DSR NO 13.41.1
Finishing walls with Premium Acrylic Smooth Exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). DSR NO 13.47.1
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item DSR NO 13.48.3
Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item DSR NO 13.48.2
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR NO 13.80
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 required : Size 600x450x200 mm DSR NO 17.11.2
Concealed pipe with anti corrosive bitumastic paint, cutting chases and making good the wall (a) 15 mm dia nominal bore DSR NO 18.11.1
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work) - 15 mm dia. nominal bore DSR NO 18.12.1
Providing and fixing ball valve (brass) of approved quality complete (a) High or low pressure with plastic floats - 15 mm nominal bore DSR NO 18.18.1
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 DSR NO 18.48A
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 (a) 15 mm nominal bore DSR NO 118.49.1
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) -Inside size 90x80 cm and .45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg): (a) With F.P.S. bricks with class designation 75 DSR NO 19.7.1.1
Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. DSR NO 19.33
M/s Vinod Kumar Chauhan
KHUSHI RAM TOMAR
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