Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.3 LAccepted-Finance | ₹64.3 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹64.9 L+₹65,325.92 (1.02%)Accepted-Finance | ₹64.9 L+₹65,325.92 (1.02%) | L2 | Accepted-Finance HIGHER |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
7 Apr 2021, 10:00 amClosed
EERWD NAINITAL
EERWD NAINITAL (VIKAS BHAWAN BHIMTAL)
CONSTRUCTION OF ART AND CRAFT ROOM, LIBRARY ROOM AND COMPUTER ROOM AT GIC PATRANI OKHALKANDA
2021_RES_31286_3
1728/ DT. 18-03-2021
Open Tender
Civil Works
Item Rate
365 days
OKHALKANDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EERWD NAINITAL
₹1.3 L
4 May 2021
19 Mar 2021
7 Apr 2021
19 Mar 2021
7 Apr 2021
19 Mar 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, 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. 2.8.1 All kinds of soil
Providing and laying in position cement concrete of specified grade cost of centring and shuttering - -All work upto plinth level 1:4:8 C/S 40mm Stone Ballast.
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in 1:6 C/S Mortar.
Half brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth in 1:4 C/S Mortar.
Providing and laying in position specified grade of reinforced ceme upto plinth level 1:1.5:3 (1cement:1.5coarse sand:3 graded stone aggregate 20mm nominal size).
Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.
Brick work with F.P.S. bricks of class designation 75 in superstruct level upto floor V level in all shapes and sizes in 1:6 C/S Mortar.
Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size).
Reinforcement for R.C.C.work including straightening,cutting,bending,placing in position and binding all complete.Thermo Mechanically Treated Bars.
12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
15 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
Centring and shuttering including strutting, ropping etc. and removal of form for foundation,footings,bases of columns etc.
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 for Columns, Pillars, Piers, Abutments, Posts and Struts.
Centring and shuttering including strutting, ropping etc. and removal of form for Suspended floors,roofs,landings, balconies and access platform.
Structural steel work riveted,bolted or welded in built up se trusses and framed work,including cutting,hoisting,fixing in and applying a priming coat of approved steel primer all complete.
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with L-Type section made of 1.60mm thick M.S. Sheet, joints mitred and welded and grinded finish profiles required size with 15x3mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primers 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).
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 grad finished with a floating coat of neat cement including cement slurry 40mm thick with 20mm nominal size stone aggregate.
S/F35mm wide & 3.8 to 4.7mm thick glass strips in floor including cost of material Labour T&P complete.
Cement plaster skirting ( up to 30 cm height) with cement mortar 1:3 ( 1 cement :3 coarse sand) finished with a floating coat of neat cement. 18 mm thick
Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) decoratie type, core of block board construction withframe of 1st class hard wood and well matched teak 3 ply veneeringwith 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 of alluminium sliding door bolt ISI marked anodised( anodic coating not less than grade AC 10 as per is :1868 ) tranparent or dyed to required colour or shade with necessary screws complete: 250x16 mm
Providing and fixing of alluminium Tower bolt ISI marked anodised( anodic coating not less than grade AC 10 as per is :1868 ) tranparent or dyed to required colour or shade with necessary screws complete: 300x10 mm
Providing and fixing of alluminium Tower bolt ISI marked anodised( anodic coating not less than grade AC 10 as per is :1868 ) tranparent or dyed to required colour or shade with necessary screws complete: 200x10 mm
Providing and fixing of alluminium handle ISI marked anodised( anodic coating not less than grade AC 10 as per is :1868 ) tranparent or dyed to required colour or shade with necessary screws complete: 125 mm
Providing and fixing of alluminium hanging floor door stopper ISI marked anodised( anodic coating not less than grade AC 10 as per is :1868 ) tranparent or dyed to required colour or shade with necessary screws complete: Twin rubber stopper.
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes
Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Udaipur green marble
Extra for pre finished nosing to treads of steps of marble stone.
Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 12 mm mild steel U beading
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work.
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 and manufacture
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 priming coat with cement primer
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately For the purpose of measurement the entire treated surface will be measured.
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.
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 : Nominal mix 1:2:4 (Hand mixed)
BHAWAN SINGH ADHIKARI
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .