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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.0 LAccepted-AOC NEHRUGRAM DEHRADUN DISTRICT | L1 | Accepted-AOC L1 | |
| 2 | L2₹39.9 L+₹87,466.61 (2.24%)Rejected-AOC JAKHANI KIRTINAGAR TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | 249001 | L2 | Rejected-AOC L2 | |
| 3 | L3₹39.9 L+₹87,466.61 (2.24%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Govind Singh Negi L2 | KULDEEP SINGH NEGI L1 | Garhwal Builders 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. in all kind of soil | 122.53 | cum | 222 ₹27,201.66 | 220 ₹26,956.6 Lowest | 222 ₹27,201.66 |
| 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. | 27.26 | cum | 168 ₹4,579.68 | 160 ₹4,361.6 Lowest | 168 ₹4,579.68 |
| 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 Fine sand : 8 graded stone aggregate 40 mm nominal size). | 18.58 | cum | 5,800 ₹1,07,764 | 5,700 ₹1,05,906 Lowest | 5,800 ₹1,07,764 |
| 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) | 1.47 | cum | 6,800 ₹9,996 | 6,600 ₹9,702 Lowest | 6,800 ₹9,996 |
| 5.00 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level withCement mortar 1:6 (1 cement : 6 coarse sand) | 21.18 | cum | 6,200 ₹1,31,316 | 6,150 ₹1,30,257 Lowest | 6,200 ₹1,31,316 |
| 6.00 | 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) | 6.12 | cum | 6,100 ₹37,332 | 6,000 ₹36,720 Lowest | 6,100 ₹37,332 |
| 7.00 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth inCement mortar 1:4 (1 cement : 4 coarse sand) | 4.38 | cum | 6,300 ₹27,594 | 6,200 ₹27,156 Lowest | 6,300 ₹27,594 |
| 8.00 | 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) | 45.84 | sqm | 955 ₹43,777.2 | 950 ₹43,548 Lowest | 955 ₹43,777.2 |
| 9.00 | Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry (with F.P.S. bricks). | 45.84 | sqm | 90 ₹4,125.6 | 88 ₹4,033.92 Lowest | 90 ₹4,125.6 |
| 10.00 | 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) | 60.64 | cum | 7,750 ₹4,69,960 | 7,700 ₹4,66,928 Lowest | 7,750 ₹4,69,960 |
Tender Value
Refer Docs
EMD Value
₹93,000
Closing Date
14 May 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE RWD RPG
OFFICE EE RWD RPG
Janpad Rudraprayag Ke Antargat Block Ukhimath Ka Prathmik Swasthya Kendra Guptkashi BLOCK PUBLIC HEALTH UNIT (B.P.H.U.) Ka Nirman Karya (Block-Ukhimath)
2025_RES_83399_1
267(3)/NIT/RWD/2025-26
Open Tender
Civil Works - Buildings
Item Wise
270 days
GUPKASHI
Please refer Tender documents.
1 document required · 1 mandatory
₹3,540
EE RWD RPG
₹93,000
10 Sept 2025
1 May 2025
14 May 2025
1 May 2025
14 May 2025
1 May 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 kind 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 Fine 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 including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level withCement mortar 1:6 (1 cement : 6 coarse sand)
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)
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth inCement mortar 1:4 (1 cement : 4 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)
Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry (with F.P.S. bricks).
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 concrete excluding the cost of centring, 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 reinforcement 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 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 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. Hot rolled twisted bars.
Steel work welded in built up section/framed work including cuttin in position and applying a priming coat of approved steel primer us required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash andmullion/coupler (where ever required) extruded profiles having minimumwall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mmfor Series R3 and R4 profiles conforming to EN: 12608 in any shape,colour and design duly reinforced with galvanized mild steel sectionmade of required shape & size as per CPWD Specification, uPVCextruded glazing beads, interlocks and Inline sash adaptor (whereever reqired) of appropriate dimension, EPDM gasket, hardware, SS304 grade fasteners of minimum 8 mm dia with countersunk head,comprising of matching polyamide PA6 grade sleeve for fixing frameto finished wall as per IS 1367 : Part 1 to 14, plastic packers, plasticcaps and necessary stainless steel screws etc. Profile of frame, sash &mullion (if required) shall be mitred cut and fusion welded/mechanicallyjointed duly sealed at all corners, including drilling of holes for fixinghardware and drainage of water etc. After fixing frame the gap betweenframe and adjacent finishedwall shall be filled with weather proof siliconsealant over backer rod of approved size and quality, all complete asper approved drawing conforming to CPWD specification & direction ofEngineer-in-Charge. Section of steel reinforcement and cross sectionsof uPVC profiles to be as per design approved by Engineer-in-Charge.Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unitwith /without high performance coatings as per design requirements andconforming to IS: 3548 & IS: 16231 shall be paid separately.Note:- Structural design proof checked from GovernmentEngineering Institute, to be provided by the manufacturer for :() Sites with basic wind speed> 45 m/sec as per IS 875 - Part 3(ii) Sites with structure height more than 20m for all wind speedsUsing R2 series with frame (65 mm & above)x (40 mm & above)& glazed sash (25 mm &above) x (50 mm & above) & fly screen sash(18 mm & above) x (40 mm & above) with zincalloy (zamak) powder coated touch locks withhook (Height upto 1.2 metre).
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
12 mm cement plaster of mix. 1:6 cement and fine sand mortar.
15 mm cement plaster on rough side of single or half brick wall of mix1: 6 (1 cement: 6 fine sand)
Marble stone flooring with 18 mm thick marble stone, as per sample ofmarble approved by Engineer-in-charge, over 20 mm (average) thickbase of cement mortar 1:4 (1 cement:4 coarse sand) laid and jointedwith grey cement slurry, including rubbing and polishing complete with:Udaipur green marble
Providing and fixing 30 mm th. ISI marked flush door shutters including stailness butt hinges with necessary screw 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
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :9.62.2 250x16 mm
9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :9.63.2 200x10 mm
9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 9.66.1 125 mm
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth
Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand)
Providing and fixing Ist quality ceramic glazed wall tiles conf IS : 15622 (thickness to be specified by the manufacture ) of appr make in all colours, shades except burgundy, bottle green, black of size as approved by Engineer-in-Charge in skirting, risers of ste dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 c sand) and jointing with grey cement slurry @ 3.3kg per sqm i pointing in white cement mixed with pigment of matching sh complete.
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm with top and bottom rail of T-iron 40x40x6mm with 40mm pulleys complete with bolts, nuts, locking arrangement, stopp handles, including applying a priming coat of approved steel prime
Providing and laying Ceramic glazed floor tiles 300x300 mm (thick to be specified by the manufacturer) of 1st quality conformin 15622 of approved make in colours such as White, Ivory, Grey, conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Ce Coarse sand) including pointing the joints with white cement matching pigment etc., complete.
Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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
13.62 Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade :13.62.1 Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture
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 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.
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 wall15 mm dia. nominal bore
Providing and fixing brass stop cock of approved quality15 mm nominal bore
Concealed pipe with anti corrosive bitumastic paint, cutting chases and making good the wall15 mm dia nominal bore
Providing and fixing ball valve (brass) of approved quality completeHigh or low pressure with plastic floats15 mm nominal bore
Providing and placing on terrace (at all floor levels) polyethylene w tank ISI : 12701 marked with cover and suitable locking arrangem necessary holes for inlet, outlet and overflow pipes but without fitti 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 long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore.
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
Constructing brick masonry chamber for underground C.I. inspecti and bends with 75 class designation bricks in cement mortar 1:4 ( coarse sand) C.I. cover with frame (light duty) 455x610 mm intern total weight of cover with frame to be not less than 38 kg (weight and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 ceme sand : 4 graded stone aggregate 20 mm nominal size) foundation (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nomin plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coar smooth with a floating coat of neat cement on walls and bed concr complete as per standard design :With F.P.S. bricksInside dimensions 455x610 mm and 45 cm deep for single pipe line :
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mmWhite Vitreous china Orissa pattern W.C. pan of size 580x440mm foot rests.
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32White Vitreous China Flat back wash basin size 550x400 mm with brass pillar tap.
Providing and fixing on wall face unplasticised Rigid PVC rain water conforming to IS : 13592 Type A including jointing with seal ring c 5382 leaving 10 mm gap for thermal expansion, (i) Single sockete75 mm diameter
Providing and fixing on wall face unplasticised Rigid PVC rain water conforming to IS : 13592 Type A including jointing with seal ring c 5382 leaving 10 mm gap for thermal expansion, 110 mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A, including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for thermal expansion. 12.42.1 Coupler 12.42.1.1 75 mm
Providing and fixing on wall face unplasticised - PVC moulded fittin for unplasticised Rigid PVC rain water pipes conforming to IS : 135 including jointing with seal ring conforming to IS : 5382 leaving 10 thermal expansion.Coupler110 mm
Providing and fixing on wall face unplasticised - PVC moulded fittin for unplasticised Rigid PVC rain water pipes conforming to IS : 135 including jointing with seal ring conforming to IS : 5382 leaving 10 thermal expansion.Single tee with door110x110x110 mm
Providing and fixing on wall face unplasticised - PVC moulded fittin for unplasticised Rigid PVC rain water pipes conforming to IS : 135 including jointing with seal ring conforming to IS : 5382 leaving 10 thermal expansion.Bend 87.5°,75 mm bend
Providing and fixing on wall face unplasticised - PVC moulded fittin for unplasticised Rigid PVC rain water pipes conforming to IS : 135 including jointing with seal ring conforming to IS : 5382 leaving 10 thermal expansion.Bend 87.5° ,110 mm bend
12 mm cement plaster finished with a floating coat of neat cement of mix1:3 (1 cement: 3 fine sand)
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.
Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick.
Garhwal Builders (BID ID -380457)
Govind Singh Negi (BID ID -380612)
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