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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.4 LAccepted-AOC | ₹93.4 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹96.2 LRejected-Finance | ₹96.2 L | L2 | Rejected-Finance Second lowest bidder |
| 3 | L3₹96.6 LRejected-Finance BAGESHWAR UTTARAKHAND UT | BAGESHWAR | UTTARAKHAND | 263619 | ₹96.6 L | L3 | Rejected-Finance third lowest bidder |
| 4 | L4₹1.0 CrRejected-Finance | ₹1.0 Cr | L4 | Rejected-Finance forth lowest bidder |
| 5 | L5₹10.8 CrRejected-Finance 2 58 CIVIL LINE BHOTIYA PADAV HALDWANI NAINITAL | UDAM SINGH NAGAR | UTTARAKHAND | 244713 | ₹10.8 Cr | L5 | Rejected-Finance Fifth lowest bidder |
| Sl No | Description | Qty | Unit | White Hill Construction L4 | Yogesh Tewari Contractor L5 | CHAUHAN CONSTRACTION L1 | RAJENDRA RAWAT L3 | Chandan Singh Kathayat L2 |
|---|---|---|---|---|---|---|---|---|
| 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 | 316.16 | cu.m | 200 ₹63,232 | 200 ₹63,232 | 150 ₹47,424 | 198.58 ₹62,783.05 | 150 ₹47,424 |
| 2.00 | Providing and laying in position specified grade of P.C.C 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 53.42 | cu.m | 4,500 ₹2.4 L | 5,500 ₹2.9 L | 4,600 ₹2.5 L | 5,196.75 ₹2.8 L | 3,500 ₹1.9 L |
| 3.00 | Providing and laying in position specified grade of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 20.86 | cu.m | 5,800 ₹1.2 L | 6,500 ₹1.4 L | 4,800 ₹1.0 L | 6,010.36 ₹1.3 L | 5,500 ₹1.1 L |
| 4.00 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of entring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size) | 60.16 | cu.m | 7,200 ₹4.3 L | 7,500 ₹4.5 L | 6,500 ₹3.9 L | 6,900.83 ₹4.2 L | 7,000 ₹4.2 L |
| 5.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring,shuttering, finishing and reinforcementR.C.C 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 153.78 | cu.m | 8,700 ₹13.4 L | 9,000 ₹13.8 L | 8,500 ₹13.1 L | 8,279.52 ₹12.7 L | 8,500 ₹13.1 L |
| 6.00 | Centring and shuttering including strutting,ropping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrite | 84.9 | sq.m | 300 ₹25,470 | 332.33 ₹28,214.82 | 150 ₹12,735 | 250 ₹21,225 | 200 ₹16,980 |
| 7.00 | Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform. | 749.99 | sq.m | 750 ₹5.6 L | 785.81 ₹5.9 L | 350 ₹2.6 L | 400 ₹3.0 L | 500 ₹3.7 L |
| 8.00 | Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 351.91 | sq.m | 590 ₹2.1 L | 624.07 ₹2.2 L | 250 ₹87,977.50 | 300 ₹1.1 L | 450 ₹1.6 L |
| 9.00 | Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | 293.4 | sq.m | 790 ₹2.3 L | 814.66 ₹2.4 L | 350 ₹1.0 L | 300 ₹88,020 | 500 ₹1.5 L |
| 10.00 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Reinforcement for R.C.C. Work Using Mild Steel | 26,913.89 | kg | 88 ₹23.7 L | 89 ₹24.0 L | 86 ₹23.1 L | 88 ₹23.7 L | 88 ₹23.7 L |
Updated dates
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
24 Oct 2025, 12:00 pmClosed
EE RWD BAGESHWAR
EE RWD BAGESHWAR
Construction of four classrooms, Principal room and three laboratories in GIC Devtoli.
2025_RES_88025_1
924-6/RWD/E-TENDER/2025-26 DATE 08-10-2025
Open Tender
Civil Works - Buildings
365 days
BAGESHWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE RWD BAGESHWAR (E-CHALLAN)
₹2.3 L
22 Jan 2026
11 Oct 2025
24 Oct 2025
11 Oct 2025
24 Oct 2025
11 Oct 2025
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
Providing and laying in position specified grade of P.C.C 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position specified grade of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of entring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring,shuttering, finishing and reinforcementR.C.C 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Centring and shuttering including strutting,ropping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrite
Centring and Shuttering 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 for Columns, Pillars, Piers, Abutments, Posts and Struts.
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Reinforcement for R.C.C. Work Using Mild Steel
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in 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)
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 :7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand)
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 12mm mild steel beading
Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 4.0 mm thick glass pane
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:30mm thick including ISI marked Stainless Steel butt hinges with necessary screws
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. 10.15.1 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)
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 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete..40mm thick with 20mm nominal size stone aggregate.
12 mm cement plaster of mix1:6 (1 cement : 6 fine sand)
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
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.
Finishing walls with textured exterior paint of required shadeNew work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.
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 and manufacture
Painting Steel work with Deluxe Multi Surface Paint to give aneven 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 manufactur (77.18-28.21)=49.97
Providing and placing on terrace (at all floor levels) 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 fixing white vitreous china laboratory sink with C.I.brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required :
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall 15 mm dia. nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work) 20 mm dia. nominal bore
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 long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.mm nominal bore
Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design
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 75 mm diameter
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 100mm diameter
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931..15mm nominal bore.
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) : 25 mm thick
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
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 150x10 mm
Providing and applying antifungal wash treatment using 3% solution of sodium pentachlorophenate, of reputed brand and manufacturer, on cleaned sand stone surface at desired locations as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding).
Grading roof for water proofing treatment with 22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement: 3 fine sand)
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
RandomRubbleStoneMasonrylaidin1:6cementandsandmortar,inbreastwalls,retainingwalls,parapets,scuppers,etc.includingsupplyofallmaterial,labour,T&Pandroyaltiiesetc.completeasperdrawingandtechnicalspecificationsClauses702,704,1202&1203
Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing o f excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause
Chandan Singh Kathayat (BID ID -403438)
RAJENDRA RAWAT (BID ID -403472)
White Hill Construction (BID ID -403245)
Yogesh Tewari Contractor (BID ID -403469)
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