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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.9 LAccepted-AOC ISHWARI DUTT JOSHI | ₹48.9 L Quoted ₹49.1 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹50.3 LRejected-Finance DARPAN RAM | ₹50.3 L | L2 | Rejected-Finance Second Lowest Bidder |
| 3 | L3₹50.9 LRejected-Finance BAGESHWAR UTTARAKHAND UT | ₹50.9 L | L3 | Rejected-Finance Third Lowest Bidder |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | Subodh Lal Sah L3 | darpan ram L2 | ishwari datt joshi 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.in all kinds of soil. | 175.85 | cum | 187.5 ₹32,971.88 | 90 ₹15,826.50 | 190 ₹33,411.50 |
| 2.00 | 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. | 79.27 | cum | 141.19 ₹11,192.13 | 105 ₹8,323.35 | 149 ₹11,811.23 |
| 3.00 | 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). | 31.27 | cum | 4,906.95 ₹1.5 L | 4,500 ₹1.4 L | 4,998 ₹1.6 L |
| 4.00 | Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 0.44 | cum | 6,009.02 ₹2,643.97 | 5,500 ₹2,420 | 5,999 ₹2,639.56 |
| 5.00 | 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) | 26.04 | cum | 5,080.7 ₹1.3 L | 5,700 ₹1.5 L | 3,800 ₹98,952 |
| 6.00 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth inCement mortar 1:6 (1 cement : 6 coarse sand | 12.17 | cum | 5,077.2 ₹61,789.52 | 5,560 ₹67,665.20 | 5,800 ₹70,586 |
| 7.00 | Half brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) | 5.48 | cum | 690.29 ₹3,782.79 | 700 ₹3,836 | 655 ₹3,589.40 |
| 8.00 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a float cement. 12 mm cement plaster | 302.08 | sqm | 323.82 ₹97,819.55 | 290 ₹87,603.20 | 305 ₹92,134.40 |
| 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) | 88.21 | cum | 6,868.05 ₹6.1 L | 6,600 ₹5.8 L | 5,800 ₹5.1 L |
| 10.00 | Half brick masonry with F.P.S. bricks of class designation 75 in superstructure abov plinth level upto floor V level inCement mortar 1:4 (1 cement :4 coarse sand) | 31.47 | sqm | 809.51 ₹25,475.28 | 830 ₹26,120.10 | 655 ₹20,612.85 |
Tender Value
₹59.9 L
EMD Value
₹1.2 L
Closing Date
29 Aug 2025, 12:00 pmClosed
EE, RWD DIVISION BAGESHWAR
EE, RWD DIVISION BAGESHWAR
Construction work of non-residential building of Government Ayurvedic Hospital Gurna.
2025_RES_86244_1
665-2/E-TENDER/RWD/2025-26 DATE 14-08-2025
Open Tender
Civil Works - Buildings
365 days
BAGESHWAR
Please refer tender documents.
1 document required · 1 mandatory
₹4,720
LEKHASHIRSH 0515008000100 and GST 05AAAGR0664Q1ZW
₹1.2 L
22 Jan 2026
15 Aug 2025
29 Aug 2025
15 Aug 2025
29 Aug 2025
15 Aug 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.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 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)
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth inCement mortar 1:6 (1 cement : 6 coarse sand
Half brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand)
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a float cement. 12 mm cement plaster
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 F.P.S. bricks of class designation 75 in superstructure abov plinth level upto floor V level inCement mortar 1:4 (1 cement :4 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. Thermo-Mechanically Treated bars of grade Fe-5000 or
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)
Providing&laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface prepration, first layer of slurry of cement@ o.488kg/sqm mixed with waterproofing compound &.0.253kg/sqm (b) laying second layer of fiber glass cloth when the first layer is still green. overlaps of joints of fiber glass cloth should not be less than 10 cm.(c)third layer of 1.5mm thickness consisting of slurru of [email protected]/sqm mixed with waterproofing [email protected]/sqm and course [email protected]/sqm thish will be allowed to air cure for 4 huors followed by wter curring for 48 hours. the entire treatment will be taken up to 30cm on parapit wall and tucked into groove in parapit all around(d) fourth &final layer of brick tiling with cement morter (which will be paid seprately .for purpose of measurement the entire treated surface will be measured.
Neat cement punning
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).
12 mm cement plaster of mix1:6 (1 cement : 6 fine sand
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 & 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 @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s 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) including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 60x60 cm
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) 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.
Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction withframe of 1st class hard wood and well matched commercial 3 plyveneering with vertical grains or cross bands and face veneers on bothfaces of shutters:35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :250x16 mm
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :250x10 mm
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than gradeAC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm
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 proff wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 m 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 fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall 20 mm dia. nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)20MM 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)20 mm nominal bore
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 C.P. brass bib cock of approved quality conforming to IS:893115 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 fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore
Providing and fixing uplasticised PVC connection pipe with brassunions :30 cm length15 mm nominal bore
White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C. brass pillar tap.
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively.
Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan
Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 10 litre capacity - White
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C.Flexible pipe32mm dia
Providing and fixing PTMT towel rail complete with brackets fixed to wooden600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms.
Providing and fixing mirror of superior glass (of approv quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. with plastic moulded frame of approved make and shades with 6 mm thick hard board backing:Rectangular shape 453x357mm
providing &fixing PTMT liquid soap container 109 mm wide ,125mm high &12mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour,weighing not less than 105 gms
providing &fixing PTMT 15mm urinal spreader size 95x69x100mm with 1/2"BSP thread and shapes, weighing not less than 60gms
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes75 mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories coupler 75mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories bend 75mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories single tee 75x75x 75mm diameter
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes110 mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories coupler110mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories bend 110mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories single tee 110x110x110mm diameter
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised -PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110MM
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised -PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.75MM
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finishedWith F.P.S. bricksInside dimensions 455x610 mm and 45 cm deep for single pipe line :
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honeycomb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m longcomplete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
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).
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
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shadeTwo or more coats on new work
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.
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).
Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
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
H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete..
darpan ram (BID ID -394755)
Subodh Lal Sah (BID ID -394784)
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