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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹48.9 LAccepted-Finance RANTHI TAPOYAN DHARCHULA PITHORAGARH UTTARAKHAND | DHARCHULA | PITHORAGARH | UTTARAKHAND | ₹48.9 L | L-1 | Accepted-Finance Bid Value is Lowest Rank L-1 |
| 2 | L-2₹49.4 L+₹41,526.02 (0.85%)Rejected-Finance | ₹49.4 L+₹41,526.02 (0.85%) | L-2 | Rejected-Finance Bid Value is Not Lowest |
| 3 | L-3₹50.1 L+₹1.1 L (2.31%)Rejected-Finance | ₹50.1 L+₹1.1 L (2.31%) | L-3 | Rejected-Finance Bid Value is Not Lowest |
| 4 | L-4₹53.0 L+₹4.1 L (8.28%)Rejected-Finance MALLI BAZAR DHARCHULA PITHORAGARH UTTRAKHAND 262545 | PITHORAGARH | UTTARAKHAND | 262545 | ₹53.0 L+₹4.1 L (8.28%) | L-4 | Rejected-Finance Bid Value is Not Lowest |
| 5 | L-5₹53.5 L+₹4.5 L (9.21%)Rejected-Finance | ₹53.5 L+₹4.5 L (9.21%) | L-5 | Rejected-Finance Bid Value is Not Lowest |
| Sl No | Description | Qty | Unit | m/s dheeru hardware L4 | Rakesh Takuli L2 | RAJENDRA SINGH DHAMI L1 | MS mahaveer construction L6 | RATAN SINGH L3 | PREM BALLABH JOSHI L7 | MANOJ SINGH GWAL L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic Excavat in foundation trenches or drains (not exceeding 1.5 m in width or 1 including dressing of sides and ramming of bottoms, lift upto 1.5 out the excavated soil and disposal of surplus excavated | 179.97 | cu.m | 220 ₹39,593.4 | 220 ₹39,593.4 | 187.54 ₹33,751.57 | 220 ₹39,593.4 | 150 ₹26,995.5 Lowest | 250 ₹44,992.5 | 200 ₹35,994 |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size). by the direction in E | 30.6 | cu.m | 5,000 ₹1,53,000 Lowest | 5,772 ₹1,76,623.2 | 5,051.88 ₹1,54,587.53 | 5,775 ₹1,76,715 | 5,000 ₹1,53,000 Lowest | 5,773 ₹1,76,653.8 | 5,000 ₹1,53,000 Lowest |
| 3.00 | Providing rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete of 1:6:12 (1 Cement : 6 coarse sand : 12 graded) By the direction in Engineer - in - charge work to be executed as per specification | 68.24 | cu.m | 5,500 ₹3,75,320 | 5,880 ₹4,01,251.2 | 5,359.97 ₹3,65,764.35 Lowest | 6,195.97 ₹4,22,812.99 | 5,500 ₹3,75,320 | 6,196 ₹4,22,815.04 | 6,000 ₹4,09,440 |
| 4.00 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) By the direction in Engineer - in - charge work to be executed as per specification a rate of above given item | 15.59 | cu.m | 6,000 ₹93,540 | 6,044 ₹94,225.96 | 5,294.2 ₹82,536.58 Lowest | 6,044.28 ₹94,230.33 | 5,500 ₹85,745 | 6,045 ₹94,241.55 | 6,000 ₹93,540 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5Sand : 3 graded stone aggregate 20 mm nominal size ). By th | 39.05 | cu.m | 7,000 ₹2,73,350 | 7,665 ₹2,99,318.25 | 6,707.89 ₹2,61,943.1 Lowest | 7,665.89 ₹2,99,353 | 7,000 ₹2,73,350 | 7,665 ₹2,99,318.25 | 7,500 ₹2,92,875 |
| 6.00 | Centring and shuttering including strutting, ropping etc. and removal of form for Foundations, Footings , bases of columns, etc. for mass concrete. By the Direction in Engineer - in - charge work to be executed as per specification a rate of above given i | 90.03 | sq.m | 300 ₹27,009 | 332 ₹29,889.96 | 292.33 ₹26,318.47 | 335 ₹30,160.05 | 200 ₹18,006 Lowest | 333 ₹29,979.99 | 250 ₹22,507.5 |
| 7.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 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) | 75.2 | cu.m | 7,000 ₹5,26,400 | 6,000 ₹4,51,200 | 6,752.91 ₹5,07,818.83 | 7,800 ₹5,86,560 | 7,500 ₹5,64,000 | 7,718 ₹5,80,393.6 | 5,500 ₹4,13,600 Lowest |
| 8.00 | Providing and laying cement concrete in plain window sills, fillets etc upto floor five level,excluding the cost of centring , shuttring and finishing 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) by the direction in En | 0.2 | cu.m | 8,000 ₹1,600 | 8,385 ₹1,677 | 7,385.49 ₹1,477.1 Lowest | 8,385.76 ₹1,677.15 | 8,000 ₹1,600 | 8,386 ₹1,677.2 | 8,000 ₹1,600 |
| 9.00 | Reinforment cement concrete work in walls (any thickness), including attached plasters buttresses, plinth and string courses, fillets, columns, pillars,piers, abutments posts and struts etc. upto floor five level excluding cost of cetring, shuttering, fi | 7.01 | cu.m | 9,000 ₹63,090 | 9,000 ₹63,090 | 8,197.46 ₹57,464.19 Lowest | 9,197.42 ₹64,473.91 | 9,000 ₹63,090 | 9,198 ₹64,477.98 | 9,000 ₹63,090 |
| 10.00 | Centring and shuttering including strutting, ropping etc. and removal of form for columns, pillars, Piers, Abutments, Posts and Struts. by the Direction in Engineer - in - charge work to be executed as per specification a rate of above given item | 98.9 | sq.m | 800 ₹79,120 | 814 ₹80,504.6 | 714.66 ₹70,679.87 | 820 ₹81,098 | 450 ₹44,505 Lowest | 815 ₹80,603.5 | 814 ₹80,504.6 |
Tender Value
₹56.6 L
EMD Value
₹1.1 L
Closing Date
5 Sept 2025, 10:00 amClosed
EE RWD Didihat
EE RWD Didihat
Construction of Health Sub Center Baling, Dharchula
2025_RES_85891_1
707 Dated 04-08-2025
Open Tender
Civil Works - Buildings
Item Rate
365 days
Dharchula
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE RWD Didihat
₹1.1 L
30 Sept 2025
8 Aug 2025
5 Sept 2025
8 Aug 2025
5 Sept 2025
8 Aug 2025
Amount
Earth work in excavation by mechanical means (Hydraulic Excavat in foundation trenches or drains (not exceeding 1.5 m in width or 1 including dressing of sides and ramming of bottoms, lift upto 1.5 out the excavated soil and disposal of surplus excavated
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size). by the direction in E
Providing rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete of 1:6:12 (1 Cement : 6 coarse sand : 12 graded) By the direction in Engineer - in - charge work to be executed as per specification
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) By the direction in Engineer - in - charge work to be executed as per specification a rate of above given item
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5Sand : 3 graded stone aggregate 20 mm nominal size ). By th
Centring and shuttering including strutting, ropping etc. and removal of form for Foundations, Footings , bases of columns, etc. for mass concrete. By the Direction in Engineer - in - charge work to be executed as per specification a rate of above given i
Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 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)
Providing and laying cement concrete in plain window sills, fillets etc upto floor five level,excluding the cost of centring , shuttring and finishing 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) by the direction in En
Reinforment cement concrete work in walls (any thickness), including attached plasters buttresses, plinth and string courses, fillets, columns, pillars,piers, abutments posts and struts etc. upto floor five level excluding cost of cetring, shuttering, fi
Centring and shuttering including strutting, ropping etc. and removal of form for columns, pillars, Piers, Abutments, Posts and Struts. by the Direction in Engineer - in - charge work to be executed as per specification a rate of above given item
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bends, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring
Centring and shuttering including strutting,ropping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform. By the direction in Engineer - in - charge work to be executed as per specification a rate of above given i
Centring and Shuttering including strutting, ropping etc. and removal of form for lintels, beams , plinth beams, for girders, bressumers and cantilevers.By the Direction in Engineer - in - charge work to be executed as per specification a rate of above gi
Reinforcement for R.C.C work including straightening, cutting,bending, placing in position and binding all complete. Thermo-Mechanically-Treated bars. By the Direction in Engineer - in - charge work to be executed as per specification a rate of above give
12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand ) by the direction in Engineer - in - charge work to be executed as per specification a rate of above given item
Filling avilable excavated earth (excluding rock) in trenches, plinth, sides of Foundations etc. in layers not exceeding 20cm in depth consolidating layer by ramming and watering, lead upto 50m and lift upto 1.5 m by the direction in Engineer - in - char
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 steps of nosing of steps etc. 40mm thick with 20mm nominal size stone ag
Providing and laying vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of s
Providing and fixing glass strips in joints ofterrazo/ cement concrete floors. 40mm wide and 4mm thick by th edirection in Engineer - in - charge work to be executed as per specification a rate of above given item
Plaster drip course/ groove in plastered surface or moulding to R.C.C projections. by the direction in Engineer - in - charge work to be executed as per specification a rate of above given item
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, squares or round bars etc. all complete. Fixed to steel windows by welding. by the direction in Engineer - in - charge work to be executed as per specificatio
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part 1) 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
Providing and fixing panelled or panelled and glazed shutters for door and clerestory windows including ISI marked Black enamelled M.S. necessary screws excluding panelling which will be paid for saperate 30 mm thick shutters
Providing and fixing panelled or panelled and glazed shutters for door and clerestory windows ( Area of opening for panel inserts wxcluding portion inside grooves or rebates to be measured ) 5.0mm thick glass panes (weight not less than 12.5 kg per sqm)
windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm. With 12mm mild steel U beading. As per directions of Engineer - in- charge work to be executed as per specification a rate of abov
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 nuts and screws etc. complete 150x10 mm
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed
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. as per dir
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.
Colour washing such as green, blue or buff to give an even shade New work (two or more coats) with a base coat of white washing with lime as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given item
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (110 mm diameter)
Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ttr/10 sqm over and including priming coat of exterior primer applied @ 0.9 kg/10 sqm
Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ttr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture, as per direction of Engineer-in-charge, work to be
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ttr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approvedbrand or manufacturer. As per direction of Engineer - in- Charge
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
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st conforming to IS 15622 of approved make in all colours, shades, exceptquality laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement: 4 Coarse
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking
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 proof
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
Extra for providing and mixing water proofing material in cement Per bag of plaster work in proportion recommended by the manufacturers
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 as per direction of Engin
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 15:5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes as per direction of Engine
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipe 63.00 RM1 to IS :13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion,
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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
Providing and fixing unplasticised -PVC pipe clips of approved each design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar
Providing and fixing to the inlet mouth of rain water pipe each cast iron grating 15 cm diameter and weighing not less than 440 grams. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given
Providing and fixing ball valve (brass) of approved quality complete. High or low pressure with plastic floats. as per direction of Engineer-in charge, work to be execuated as per specification a rate of above given 15 mm nominal bore
Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fix
White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 470x420 mm bowl depth 178 mm.
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. as per direction of Engineer-in-charge, work to be execuǝ
Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall -linternal work 15 mm dia. nominal bore as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given
Providing and fixing G.1. pipes complete with G.l. fittings including trenching and refilling etc. (external work) 15 mm dia. nominal bore as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:893115 mm nominal bore as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given 1
Constructing soak pit 120x120x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given 1
Providing and fixing square-mouth S.W. gully trap grade 'A" complete with C.I. grating brick masonry chamber with water tight Cl cover with frame of 300x300mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70
Constructing masonry Chamber 30x30x50cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1
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
Supplying and Fixing Sign Board
Excavation in soil in Hilly Area by manual means 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 hilly area in ordinary rock not requiring blasting by manual means 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 MOR
Random Rubble Stone Masonry laid in to cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etr: incl.24 Cam of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 2
Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials, labour, & p& royality etc,required for proper complition of work (As per PWD Uttarakhand specifications) as per direction of Engineer-i
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
Rakesh Takuli (BID ID -393434)
RATAN SINGH (BID ID -395938)
m/s dheeru hardware (BID ID -394617)
MANOJ SINGH GWAL (BID ID -393958)
MS mahaveer construction (BID ID -394527)
PREM BALLABH JOSHI (BID ID -394534)
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