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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.5 LAccepted-AOC | ₹4.5 L | 1 | Accepted-AOC Accepted |
| 2 | 2₹5.3 L+₹86,748.56 (19.4%)Rejected-AOC | ₹5.3 L+₹86,748.56 (19.4%) | 2 | Rejected-AOC Rejected |
Tender Value
₹4.8 L
EMD Value
₹9,600
Closing Date
22 Sept 2023, 5:00 pmClosed
KRISHAN KUMAR
PD Charkhi Dadri
Construction of Air Handling Unit AHU in the premises of Govt. College for Women on Ist floor at Badhra Reinvite-1
2023_HRY_310895_1
2023655602B2 0ECF 4611 8431 AFB178E5498B613BAR
Open Tender
Civil Works
Works
120 days
BADHRA
Building work
2 documents required · 2 mandatory
₹500
₹9,600
Yes
6 Oct 2023
13 Sept 2023
25 Sept 2023
13 Sept 2023
22 Sept 2023
13 Sept 2023
13 Sept 2023 - 22 Sept 2023
Amount
[10.1]Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling.
[10.63.2]Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption 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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 2. Size of Tile 600x600 mm
[10.67.2]Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement and matching pigments etc. complete. 2. Size of Tile 600x600 mm
[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)
[11.60]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.
[11.70]`Extra for using White Cement based primer modified with high performance polymers, applied as an undercoat for exterior/interior cementitious surfaces before paint Technical Specifications: i) Degree of whiteness (in terms of reflectance) )93% ii) Fineness (Residue on 63 Micron Sieve) - Minimum 4.0 iii) Bulk Density - 0.8 to 0.9 kg/litre iv) Viscosity by Brookfield, 50rpm, Spindle no RV 05 at 25 - 300cP to 600cP v) Pot Life - Min. 180 minutes vi) Coverage after 1st coat - 80-100 sqft/kg vii) Adhesion cross-cut on 2 coat application after 48 hours - Min. 3B`
[11.77]Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc.
[11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade.
[11.98.1]Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali and fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 1. New work (Two or more coats applied @ 1.43 litre/ 10 sqm Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm
[12.32.1.1.2]Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : 1.1.2. 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Kiln seasoned and chemically treated Hollock wood
[12.36.1]Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
[13.3.1.1]Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 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 2.00 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: 1.1. Profile B Fixing with adjustable lugs with split end tail to each jamb
[20.7.3]Stringing out A.C./P.V.C pipes and specials casting along trenches and laying the same in trenches, to correct alignment and gradients including cartage from divisional stores or nearest railway station to site of works and return of pieces of pipes to stores. 3. 100 mm internal diameter of pipe line laid complete
[6.25.2]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 2. All works above plinth level up to floor IV level
[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform
[6.33.3]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 3. Cold twisted bars
[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
[7.27.2]Half brick masonry with common burnt clay non-modular bricks of class designation 10.5 in foundations and plinth in : 2. cement mortar 1:4 (1 cement : 4 coarse sand)
[9.11.1]10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: 1. With common burnt clay non-modular brick tile of class designation 10
SURENDER KUMAR CONT
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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