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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.3 LAccepted-AOC GRAM POST KAPKOT DISTRICT BAGESHWAR UTTARAKHAND | BAGESHWAR | UTTARAKHAND | 263619 | ₹79.3 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹80.2 LRejected-Finance | ₹80.2 L | L2 | Rejected-Finance Second lowest bidder |
| 3 | L3₹82.5 LRejected-Finance BAGESHWAR UTTARAKHAND UT | BAGESHWAR | UTTARAKHAND | 263619 | ₹82.5 L | L3 | Rejected-Finance third lowest bidder |
| 4 | L4₹83.4 LRejected-Finance BAGESHWAR UTTARAKHAND UT | ₹83.4 L | L4 | Rejected-Finance forth lowest bidder |
| 5 | L5₹84.0 LRejected-Finance 2685 10 BHAWANI SINGH ROAD DELHI 110007 | NORTH DELHI | DELHI | 110007 | ₹84.0 L | L5 | Rejected-Finance Fifth lowest bidder |
| Sl No | Description | Qty | Unit | ganga singh L1 | GOVIND SINGH L7 | nar singh L4 | Dinesh Mehta L3 | CHAUHAN CONSTRACTION L6 | Prakash Singh L2 | J S D CONSTRUCTIONS L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolishing R.C.C. work manually/ by mechanical means including stackingof steel bars and disposal of unserviceable material within 50 metres lead asper direction of Engineer - in- charge. | 40.84 | cum | 1,203.81 ₹49,163.60 | 2,200 ₹89,848 | 900 ₹36,756 | 1,203 ₹49,130.52 | 2,000 ₹81,680 | 1,680 ₹68,611.20 | 300 ₹12,252 |
| 2.00 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :In cement mortar | 160.09 | cum | 833.54 ₹1.3 L | 1,667 ₹2.7 L | 700 ₹1.1 L | 833 ₹1.3 L | 1,400 ₹2.2 L | 1,230 ₹2.0 L | 300 ₹48,027 |
| 3.00 | 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. | 120.17 | cum | 187.52 ₹22,534.28 | 187 ₹22,471.79 | 150 ₹18,025.50 | 165.44 ₹19,880.92 | 200 ₹24,034 | 106 ₹12,738.02 | 220.59 ₹26,508.30 |
| 4.00 | 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. | 50.36 | cum | 141.2 ₹7,110.83 | 100 ₹5,036 | 150 ₹7,554 | 124.58 ₹6,273.85 | 140 ₹7,050.40 | 76 ₹3,827.36 | 166.1 ₹8,364.80 |
| 5.00 | 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). | 47.31 | cum | 4,907.53 ₹2.3 L | 5,000 ₹2.4 L | 5,000 ₹2.4 L | 4,935.81 ₹2.3 L | 5,000 ₹2.4 L | 4,098 ₹1.9 L | 5,772.88 ₹2.7 L |
| 6.00 | Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 0.46 | cum | 5,675.85 ₹2,610.89 | 5,000 ₹2,300 | 6,000 ₹2,760 | 5,708.57 ₹2,625.94 | 6,500 ₹2,990 | 10 ₹4.60 | 6,676.69 ₹3,071.28 |
| 7.00 | Random rubble masonry with hard stone in foundation and plinth ncluding 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 | 30.16 | Cum | 5,267.19 ₹1.6 L | 4,000 ₹1.2 L | 3,800 ₹1.1 L | 5,297.55 ₹1.6 L | 6,000 ₹1.8 L | 5,240 ₹1.6 L | 2,200 ₹66,352 |
| 8.00 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth inCement mortar 1:6 (1 cement : 6 coarse sand | 4.75 | cum | 5,138.24 ₹24,406.64 | 5,700 ₹27,075 | 6,000 ₹28,500 | 5,167.86 ₹24,547.34 | 6,000 ₹28,500 | 4,800 ₹22,800 | 6,044.28 ₹28,710.33 |
| 9.00 | 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) | 27.39 | cum | 6,560.15 ₹1.8 L | 7,200 ₹2.0 L | 7,500 ₹2.1 L | 6,597.96 ₹1.8 L | 7,000 ₹1.9 L | 6,680 ₹1.8 L | 7,716.91 ₹2.1 L |
| 10.00 | 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) | 30.58 | cum | 6,516.77 ₹2.0 L | 7,000 ₹2.1 L | 6,800 ₹2.1 L | 6,554.34 ₹2.0 L | 6,500 ₹2.0 L | 6,600 ₹2.0 L | 7,665.89 ₹2.3 L |
Tender Value
₹98.7 L
EMD Value
₹2.0 L
Closing Date
16 Apr 2025, 12:00 pmClosed
EE, RWD DIVISION BAGESHWAR
EE, RWD DIVISION BAGESHWAR
Reconstruction of two classrooms, major repairs of six classrooms, major repairs of junior level classrooms and repair work of Principal office room in Government Inter College Nachati.
2025_RES_82311_1
04-2/E-TENDER/RWD/2025-26 DATE 01-04-2025
Open Tender
Civil Works - Buildings
365 days
BAGESHWAR
Please refer tender documents.
1 document required · 1 mandatory
₹4,720
LEKHASHIRSH 0515008000100 and GST 05AAAGR0664Q1ZW
₹2.0 L
3 Feb 2026
4 Apr 2025
16 Apr 2025
4 Apr 2025
16 Apr 2025
4 Apr 2025
Amount
Demolishing R.C.C. work manually/ by mechanical means including stackingof steel bars and disposal of unserviceable material within 50 metres lead asper direction of Engineer - in- charge.
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :In cement mortar
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.
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)
Random rubble masonry with hard stone in foundation and plinth ncluding 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 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)
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.
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and nuts as required including fixing of necessary butt hinges and screws and applyinFixing 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 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 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.
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase
Providing drip course/ groove in plastered surface or moulding to R.C.C. projections.
6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
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)
25 mm thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed of the slab, including rubbing and polishing complete with base of cementwith grey cement slurry mixed with pigment to match the shade 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: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
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 glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick.
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 I non-decorative type, core of block board construction with frame o wood and well matched commercial 3 ply veneering with vertical g 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 ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :250x16 mm
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 IS:4992 with necessary screws etc. complete :125mm
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, 150x10 mm
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Twin rubber stopper
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows alll complete with5.5 mm thick glass panes
Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides
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 oil bound washable distemper of approved brand and manufacture to give an even shadeNew work (two or more coats) over and including priming coat with cement primer
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).
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shadeTwo or more coats on new work
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 MORDSpecifiction
Random Rubble Masonary laid dry in breast wall, retaining wall, parapets,scupper etc. Including supply of all materials, labour,t & p& royality etc, required for proper complition of work.(As per PWD Uttarakhand specifications)
H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete..
Dismantling doors, windows and clerestory windows (steel or wood) shutterincluding chowkhats, architrave, holdfasts etc. complete and stacking within50 metres lead :Of area 3 sq. metres and below
Demolishing cement concrete manually/ by mechanical means includingdisposal of material within 50 metres lead as per direction of Engineer - in -charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Dismantling old plaster or skirting raking out joints and cleaning the surface forplaster including disposal of rubbish to the dumping ground within 50 metres lead.
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
Centring and shuttering including strutting,ropping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges
Steel work in built up tubular (round, square or rectangular hollow tubes etc.)trusses etc., including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer, including welding and bolted with special shapedwashers etc. complete.Hot finished welded type tubes
Providing and fixing plain lining with necessary screws/nuts & bolts/nails, including a coat of approved primer on one face, and fixed on wooden /steel frame work, complete as per direction of Engineer-incharge (Frame work shall be paid for separately). 12mm thick commercial ply conforming to IS : 1328 BWR type
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :Ridges plain (500 - 600mm)
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows alll complete.With 4.0 mm thick glass panes.
Providing & fixing fly proff wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 m and nuts & bolts complete.Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shadeTwo or more coats on new work
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:G.S. Sheet
Dismantling wooden boardings in lining of walls and partitions,excluding supporting members but including stacking within 50 metres lead :Thickness above 10 mm up to 25 mm
Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead :Of sectional area below 40 square centimetres
Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
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 completWith 2nd class teak wood beading 62X19 mm
Distempering with 1st quality acrylic VOC content distemper (ready made) of approved manufacturer and of required shade and colour complete, as per manufacturer’s specificationTwo or more coats on old work.
Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
Prakash Singh (BID ID -374678)
Dinesh Mehta (BID ID -374680)
nar singh (BID ID -374706)
J S D CONSTRUCTIONS (BID ID -374673)
CHAUHAN CONSTRACTION (BID ID -374698)
GOVIND SINGH (BID ID -374722)
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