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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.7 LAccepted-AOC | ₹48.7 L Quoted ₹50.2 L | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹58.6 LRejected-Finance BAGESHWAR UTTARAKHAND UT | ₹58.6 L | L2 | Rejected-Finance Second lowest bidder |
| 3 | L3₹59.9 LRejected-Finance | ₹59.9 L | L3 | Rejected-Finance third lowest bidder |
| 4 | L4₹64.7 LRejected-Finance | ₹64.7 L | L4 | Rejected-Finance Forth lowest bidder |
| 5 | L5₹66.9 LRejected-Finance VILLAGE AND POST OFFICE BHILKOT GARUD DISTRICT BAGESHWAR | ₹66.9 L | L5 | Rejected-Finance Fifth lowest bidder |
| Sl No | Description | Qty | Unit | Rajesh giri L4 | Bhupendra singh dyori L1 | nar singh L2 | DAYA KRISHNA JOSHI L3 | PRITAM CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical / manual means in foundation trenches or drains i/c lift upto 1.5 m, i/c disposal of surplus excavated soil within a lead of 50 m. | 137.31 | cum | 200 ₹27,462 | 142 ₹19,498.02 | 130 ₹17,850.30 | 160 ₹21,969.60 | 150 ₹20,596.50 |
| 2.00 | P/L and Laying in position cement concrete of 1:4:8(1cement :4sand :8 Greded stone aggrigate 40 mm Nominal size) excluding the cost of centering and shuttering -All work | 41.56 | cum | 5,195.59 ₹2.2 L | 3,200 ₹1.3 L | 4,300 ₹1.8 L | 4,200 ₹1.7 L | 5,400 ₹2.2 L |
| 3.00 | Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars of Grade Fe-500 D or More | 15,035.89 | Kg | 75 ₹11.3 L | 50 ₹7.5 L | 78.3 ₹11.8 L | 80 ₹12.0 L | 88 ₹13.2 L |
| 4.00 | Centring and shuttering i/c strutting, foundation ropping etc. and removal of form for foundation, footing ,Base of column etc for mass concrete | 107.23 | sqm | 300 ₹32,169 | 240 ₹25,735.20 | 250 ₹26,807.50 | 250 ₹26,807.50 | 150 ₹16,084.50 |
| 5.00 | Centring and shuttering including strutting, ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 228.08 | sqm | 561.65 ₹1.3 L | 340 ₹77,547.20 | 350 ₹79,828 | 300 ₹68,424 | 250 ₹57,020 |
| 6.00 | P/L in position RCC 1:1.5:3 (1 cement : 1.5 c/sand : 3 stone agg. 20 mm size) ex. the cost of c/shuttering, finishing and reinf. - All work upto plinth level (in foundation). | 34.91 | cum | 6,899.29 ₹2.4 L | 5,600 ₹2.0 L | 6,000 ₹2.1 L | 6,700 ₹2.3 L | 7,400 ₹2.6 L |
| 7.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) | 23.11 | cum | 5,576.37 ₹1.3 L | 4,200 ₹97,062 | 4,500 ₹1.0 L | 4,300 ₹99,373 | 6,000 ₹1.4 L |
| 8.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 8.46 | cum | 5,439.84 ₹46,021.05 | 4,800 ₹40,608 | 5,000 ₹42,300 | 5,300 ₹44,838 | 6,000 ₹50,760 |
| 9.00 | Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | 161.29 | sqm | 733.19 ₹1.2 L | 480 ₹77,419.20 | 400 ₹64,516 | 350 ₹56,451.50 | 400 ₹64,516 |
| 10.00 | RCC work 1:1.5:3 (1 cement : 1.5 c/sand :3 stone agg. 20 mm size) in walls (any thickness), plinth and string courses, columns, pillars, piers, abutments, posts & struts etc. upto floor five level ex. cost of c/shuttering, finishing and reinf. | 13.55 | cum | 8,277.67 ₹1.1 L | 6,800 ₹92,140 | 7,000 ₹94,850 | 7,500 ₹1.0 L | 9,000 ₹1.2 L |
Tender Value
₹73.1 L
EMD Value
₹1.5 L
Closing Date
31 Oct 2025, 2:00 pmClosed
EE RWD BAGESHWAR
EE RWD BAGESHWAR
Major repairs in junior level classrooms, major repairs in classrooms, reconstruction of classrooms, roof repairs and repairs in the main building and Kota stone work in the classrooms in Government Inter College Sirkot.
2025_RES_88151_1
995-2/RWD/E-TENDER/2025-26 DATE 15-10-2025
Open Tender
Civil Works - Buildings
365 days
BAGESHWAR
Please refer tender documents.
2 documents required · 2 mandatory
₹4,720
EE RWD BAGESHWAR (E-CHALAN)
₹1.5 L
3 Feb 2026
21 Oct 2025
31 Oct 2025
21 Oct 2025
31 Oct 2025
21 Oct 2025
Amount
Earth work in excavation by mechanical / manual means in foundation trenches or drains i/c lift upto 1.5 m, i/c disposal of surplus excavated soil within a lead of 50 m.
P/L and Laying in position cement concrete of 1:4:8(1cement :4sand :8 Greded stone aggrigate 40 mm Nominal size) excluding the cost of centering and shuttering -All work
Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars of Grade Fe-500 D or More
Centring and shuttering i/c strutting, foundation ropping etc. and removal of form for foundation, footing ,Base of column etc for mass concrete
Centring and shuttering including strutting, ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.
P/L in position RCC 1:1.5:3 (1 cement : 1.5 c/sand : 3 stone agg. 20 mm size) ex. the cost of c/shuttering, finishing and reinf. - All work upto plinth level (in foundation).
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.
RCC work 1:1.5:3 (1 cement : 1.5 c/sand :3 stone agg. 20 mm size) in walls (any thickness), plinth and string courses, columns, pillars, piers, abutments, posts & struts etc. upto floor five level ex. cost of c/shuttering, finishing and reinf.
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 common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand)
Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position 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 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 ofapproved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and fixing M.S. grills of required pattern in frames MS grills fixed to steel windows by welding.
Centering and shuttering i/c strutting, propping 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 Stairs, (excluding landings) except spiral-staircases
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).
12 mm cement plaster of mix. 1:6 (1 cement and 6 fine sand mortar.
12 mm cement plaster of mix. 1:3 (1 cement and 3 fine sand ) finish with a floating coat of neet cement
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C.
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.
Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.
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) :
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.
P/f Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
P/Lrectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete.
40mm th. CC flooring 1:2:4 (1 cement: 2 c/sand : 4 stone agg. 20mm size) finished with a floating coat of neat cement i/c cement slurry but excluding the cost of nosing of steps etc. complete.
P/F glass strips in joints of terrazo/ CC floors. -- 40 mm wide and 4 mm th.
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: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
p/f glass panes, with putty and nails wherever necessary including racking out the old putty: 14.5.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)
Providing and fixing fly proof galvanized M.S. 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 0.63 mm all complete.With 12 mm mild steel U beading
Providing and fixing ISI marked oxidised M.S.sliding door bolts 250x16 mm
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, 150x10 mm
Providing and fixing ISI marked oxidised M.S. handles conforming to IS 125 mm
P/F on wall face unplasticised Rigid PVC RW pipes i/c jointing with seal ring single socketed pipes --75 mm dia.
P/F on wall face unplasticised Rigid PVC RW pipes i/c jointing with seal ring single socketed pipes --110 mm dia.
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Bend 75 x75 mm
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Bend 110 x110 mm
Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :Flat back wash basin of size 630x450 mm
P/F white vitreous china water closet squatting pan (Indian type) : Long pattern W.C. pan of size 580 mm
P/F P.V.C. 10 litre capacity low level flushing cistern with automatic controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.10 litre capacity - White
Constructing soak pit 1.20x1.20x1.20m filled with metre brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
Constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm With common burnt clay F.P.S. (non modular ) bricks of class designation 7.5
P/F G.I. pipes complete with G.I. fittings & clamps including cutting and making good the wall etc (internal work) 15 mm Dia Nominal bore
P/F G.I. pipes complete with G.I. fittings including trenching and refilling etc (external work) 15 mm Dia Nominal bore
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15mm nominal bore.
Providing and placing on terrace (at all floor levels) litre 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
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.
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 thinnable priming coat with cement primer
Finishing walls with textured exterior paint of required shade on New work (Two or more coats over and i/c a base coat of water proof cement paint.
Painting wood work with Deluxe Multi Surface Paint of req. shade (Two or more coats) applied over an under coat of primer approved brand.
Painting Steel work with Deluxe Multi Surface Paint of req. shade (Two or more coats) applied over an under coat of primer approved brand. Less Primer
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below
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 andcoarse 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 30 cm 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.
Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
Structural steel work riveted, bolted or welded in built up sections, trussesand framed work,including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete.
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3 mm M.S. gusset plates at the junctions and corners,all necessary fittings complete, including applying a priming coat ofapproved steel primer. Using flats 30x6mm for diagonal braces and central crosspiece
Finishing walls with textured exterior paint of required shade :Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm.
Providing & fixing fly proof wire gauze to windows,clerestory windows &doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides
nar singh (BID ID -404689)
DAYA KRISHNA JOSHI (BID ID -404696)
Rajesh giri (BID ID -404699)
PRITAM CONSTRUCTION (BID ID -404730)
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