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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-AOC GRAM POST NAMTI CHET BAGAD KAPKOT BAGESHWAR UTTARAKHAND | ₹29.8 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹31.2 LRejected-Finance 2685 10 BHAWANI SINGH ROAD DELHI 110007 | NORTH DELHI | DELHI | 110007 | ₹31.2 L | L2 | Rejected-Finance Second Bidder |
| 3 | L3₹29.8 LRejected-Finance BAGESHWAR UTTARAKHAND UT | ₹29.8 L | L3 | Rejected-Finance The name of Narayan Singh has been written by the bidder in the bid name which is wrong, hence the tender of the bidder is canceled. |
| Sl No | Description | Qty | Unit | J S D CONSTRUCTIONS L2 | NARAYAN SINGH L1 | PRATAP PURI L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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.All kinds of soil. | 136.23 | CUM | 280 ₹38,144.40 | 183 ₹24,930.09 | 183 ₹24,930.09 |
| 2.00 | Providing and laying in position cement concrete of specified grade cost of centring and shuttering - -All work upto plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 38.69 | CUM | 6,100 ₹2.4 L | 4,670 ₹1.8 L | 4,670 ₹1.8 L |
| 3.00 | Reinforced cement concrete work in excluding shuttering, finishing and reinforcement--- 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Substructure | 29.42 | CUM | 8,600 ₹2.5 L | 6,870 ₹2.0 L | 6,870 ₹2.0 L |
| 4.00 | Random rubble masonry with hard stone in foundation and plinth i levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 11.92 | CUM | 6,831 ₹81,425.52 | 5,100 ₹60,792 | 5,100 ₹60,792 |
| 5.00 | Reinforced cement concrete work in excluding shuttering, finishing and reinforcement--- 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 34.99 | CUM | 10,000 ₹3.5 L | 8,270 ₹2.9 L | 8,270 ₹2.9 L |
| 6.00 | Foundations, footings, bases of columns, etc. for mass concrete. | 51.57 | SQM | 50 ₹2,578.50 | 332.33 ₹17,138.26 | 332.33 ₹17,138.26 |
| 7.00 | Columns, Pillars, Piers, Abutments, Posts and Struts | 54 | SQM | 250 ₹13,500 | 814.56 ₹43,986.24 | 814.56 ₹43,986.24 |
| 8.00 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 78.3 | SQM | 350 ₹27,405 | 624.07 ₹48,864.68 | 624.07 ₹48,864.68 |
| 9.00 | Suspended floors, roofs, landings, balconies and access platform. | 174.63 | SQM | 350 ₹61,120.50 | 785.81 ₹1.4 L | 785.81 ₹1.4 L |
| 10.00 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars. | 9,246 | KG | 84 ₹7.8 L | 81.6 ₹7.5 L | 81.6 ₹7.5 L |
Tender Value
₹33.7 L
EMD Value
₹67,300
Closing Date
16 Dec 2024, 12:00 pmClosed
EE, RWD DIVISION BAGESHWAR
EE, RWD DIVISION BAGESHWAR
Construction work of two additional class rooms in Government Inter College, Bheta.
2024_RES_78408_1
1153/RWD/2024-25 DATE 29-11-2024
Open Tender
Civil Works - Buildings
270 days
BAGESHWAR
Please refer tender documents.
1 document required · 1 mandatory
₹2,950
LEKHASHIRSH 0515008000100 and GST 05AAAGR0664Q1ZW
₹67,300
3 Feb 2026
2 Dec 2024
16 Dec 2024
2 Dec 2024
16 Dec 2024
2 Dec 2024
Amount
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.All kinds of soil.
Providing and laying in position cement concrete of specified grade cost of centring and shuttering - -All work upto plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Reinforced cement concrete work in excluding shuttering, finishing and reinforcement--- 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Substructure
Random rubble masonry with hard stone in foundation and plinth i levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)
Reinforced cement concrete work in excluding shuttering, finishing and reinforcement--- 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Foundations, footings, bases of columns, etc. for mass concrete.
Columns, Pillars, Piers, Abutments, Posts and Struts
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Suspended floors, roofs, landings, balconies and access platform.
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars.
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. 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)
Brick work with F.P.S. bricks of class designation 75 in superstruct level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand)
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.
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.
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) :
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 & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes
Providing and fixing aluminium handles ISI marked anodised (anod less than grade AC 10 as per IS : 1868) transparent or dyed to req less than grade AC 10 as per IS : 1868) transparent or dyed to req shade with necessary screws etc. complete :125 mm
Providing and fixing aluminium sliding door bolts ISI marked anodi coating not less than grade AC 10 as per IS : 1868) transparent or colour or shade with nuts and screws etc. complete 250x16 mm
Providing and fixing aluminium tower bolts ISI marked anodised (a not less than grade AC 10 as per IS : 1868 ) transparent or dyed t or shade with necessary screws etc. complete 200x10 mm
Providing and fixing aluminium hanging floor door stopper ISI mar (anodic coating not less than grade AC 10 as per IS : 1868) transp required colour and shade with necessary screws etc. complete.Single rubber stopper
Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 125x65x2.12 mm
Providing and fixing ISI marked oxidised M.S. tower bolt black finish,(Barrel type) with nece 150x10 mm
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm
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 12 mm mild steel u Beading
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 Deluxe Multi surface paint system for interiors and exteriors using Primer as permanufacturers specifications
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
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 without primer
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing.1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
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.(As per PWD Uttarakhand specifications)
Hand Packed stone filling in back of wallls includingcost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix 1:2:4 (Hand mixed)
NARAYAN SINGH (BID ID -351401)
J S D CONSTRUCTIONS (BID ID -351263)
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