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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.7 LAccepted-AOC | ₹40.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹40.8 LRejected-AOC | ₹40.8 L | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | Dwarika Prasad Bhatt L2 | Pramod Singh Negi L1 |
|---|---|---|---|---|---|
| 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 soil as dir of 50 m. All kinds of soil. | 12.31 | cum | 214.64 ₹2,642.22 | 214 ₹2,634.34 |
| 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 coarse sand: 8 graded stone aggregate 40 mm nominal size) | 3.94 | cum | 5,617 ₹22,130.98 | 5,617 ₹22,130.98 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plin sides of foundations etc. in layers not exceeding 20cm in de consolidating each deposited layer by ramming and watering, up to 50 m and lift upto 1.5 m. | 7.2 | cum | 161.62 ₹1,163.66 | 161 ₹1,159.20 |
| 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 ) | 7.32 | cum | 5,881 ₹43,048.92 | 5,881 ₹43,048.92 |
| 5.00 | 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) | 13.74 | cum | 7,508.55 ₹1.0 L | 7,508 ₹1.0 L |
| 6.00 | Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in cement mortar 1:4 (1cement : 4 coarse sand) | 4.8 | sq.m | 926.66 ₹4,447.97 | 926 ₹4,444.80 |
| 7.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability
as per direction of Engineer-in-charge. | 4.14 | cum | 7,837 ₹32,445.18 | 7,837 ₹32,445.18 |
| 8.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability
as per direction of Engineer-in-charge. | 4.97 | cum | 8,130.65 ₹40,409.33 | 8,130 ₹40,406.10 |
| 9.00 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. | 1,185.11 | kg | 88.93 ₹1.1 L | 88 ₹1.0 L |
| 10.00 | Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 10.8 | sq.m | 323 ₹3,488.40 | 323 ₹3,488.40 |
Updated dates
Tender Value
₹48.5 L
EMD Value
₹97,100
Closing Date
7 Jan 2026, 12:00 pmClosed
EE RWD
EE RWD New Tehri
Construction of a barricade on the rooftop of the office located at the Bhadrakali Police Post for the use of employees during the Kumbh Mela - 2027.
2025_RES_89964_1
tender 01/1235 date 12-12-2025
Open Tender
Civil Works - Bridges
Bhadrakali
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
EE RWD New Tehri
₹97,100
Yes
24 Apr 2026
16 Dec 2025
7 Jan 2026
16 Dec 2025
7 Jan 2026
16 Dec 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 soil as dir of 50 m. All kinds of soil.
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 coarse sand: 8 graded stone aggregate 40 mm nominal size)
Filling available excavated earth (excluding rock) in trenches, plin sides of foundations etc. in layers not exceeding 20cm in de consolidating each deposited layer by ramming and watering, up to 50 m and lift upto 1.5 m.
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 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)
Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in cement mortar 1:4 (1cement : 4 coarse sand)
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.
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 Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Centring and shuttering including strutting,ropping etc. and removal of form for Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform.
Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.
Designing, providing, installing and fxing factory fnished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifcations and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS:801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39 mm flange x 11 mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250 mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specifc dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall SUB HEAD : 26.0 NEW TECH
Providing and fxing of external wall system on Light gauge steel frame work with outer face cement boards as per standard sizes fxed with selfdrilling / taping screws / fasteners @ 60 cm c/c of approved make. A groove of 2 mm to 3 mm shall be maintained and grooves shall be sealed with silicon based sealant. The board shall be fxed in a staggered pattern. Screws shall be of counter sunk rib head of 1.60 mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm and. Internal face 12.5 mm thick gypsum plaster board fxed on cement board as per standard sizes fxed with self- drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fber mesh tape and epoxy and acrylic based jointing compound for seamless fnish.(cost of frame work to be paid for separately) 26.42.1 Outer face- Outer face having 6 mm thick fber cement board Type A, Category-IV as per IS:14862:2000 fxed on 9 mm thick fber cement board, Type A, Category-IV as per IS:14862:2000 (high pressure steam cured) Inner Face- 12.5 mm thick gypsum plaster board conforming to IS 2095:2011 fxed on 8 mm thick fbre cement board of Type B, Category-III as per IS:14862:2000 (High pressure steam cured)
Providing and fxing internal wall panels on Light gauge steel frame work with 12.5 mm thick gypsum plaster board conforming IS 2095:2011 fxed on cement board as per standard sizes fxed with self-drilling / taping screws / fasteners @ 60 cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60 mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm. Proper taping and jointing to be done using fber mesh tape and epoxy and acrylic based jointing compound for seamless fnish.(cost of frame work to be paid for separately26.43.1 Cement Fiber Board 8 mm thick of Type B, Category III as per IS 14862:2000 (High pressure Steam Cured)
26.44 Providing and fxing in all exterior face panels breathable vapour barrier underneath the cement fber board as per National Building Code 2009 complete as per direction of Engineer-in-charge.
26.45 Supplying and installation of moisture resistant/fre resistant cement board as per standard sizes fxed with self-drilling / taping screws. Screws shall be of counter sunk rib head of 1.60 mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm. 26.45.1 Cement Fiber Board 6 mm thick as per IS 14862:2000 of type B (High pressure Steam Cured) sqm 1430.1
12.57 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183 having density 24 kg/m3, 50 mm thick, wrapped in 200G Virgin Polythene Bags fixed to wall with screw, rawel plug & washers and held in position by criss crossing Gl wire etc. complete as per directions of Engineer-in-Charge.
12.34 Providing fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS : 8183, density 24kg / m3, 50 mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building. sgm 703.05
9.1474 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all comers, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to 1S: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) 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 speeds
9.147.F3 Casement Door with Double Rebate Frame with one Side Hung Glazed Panel and one Side Hung wire mesh Panel with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides of glazed panel and zinc alloy (Zamak) powder coated handle along with multi-point locking system on one side of fly screen panel.
9.147.F1 Casement door single panel with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy {zamak) powder coated handles on both sides.
21.3 Providing and fxing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with L-Type section made of 1.60m M.S. Sheet, joints mitred and welded and grinded finish profi required size with 15x3mm lugs 10cm long embedded in ce concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse graded stone aggregate 20mm nominal size) or with wooden plugs screws or rawl plugs and screws or with fixing clips or with b nuts as required including fixing of necessary butt hinges and and applying a priming coat of approved steel primers.
Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters, columns, piers, abutmets, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc upto floor five level, excluding the cost of centring, shuttering and finishing in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
12 mm cement plaster of mix in 1:6 (1 cement : 6 fine sand)
15 mm cement plaster of mix in 1:6 (1 cement : 6 fine sand)
6 mm cement plaster of mix in 1:3 (1 cement : 3 fine sand)
26.26 Providing & fxing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33 mm thick(galvanized @ 120 gram per sqm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length 600 mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fxed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifcations, drawing and as per directions of the Engineer-in-Charge.
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 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 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 laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates efc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). kg 772.40
12.51 Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sgm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. sgm 738.65
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
Finishing walls with Premium Acrylic Smooth Exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
9.7.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading
17.3 Providing and fxing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fttings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fttings and brackets, cutting and making good the walls and floors wherever required :
17.7 Providing and fxing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fttings and brackets, cutting and making good the walls wherever require:
18.10 Providing and fxing G.I. pipes complete with G.I. fttings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall
18.12 Providing and fxing G.I. pipes complete with G.I. fttings including trenching and reflling etc. External work
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fxing tee, including cutting and threading the pipe etc. complete :
Providing and fxing C.P. brass bib cock of approved quality conforming to IS:8931 : 18.49.1 15 mm nominal bore each 506.80
18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fttings and the base support for tank. per litre 11.00
Providing and fxing PTMT grating of approved quality and colour.
Providing and fixing ball valve (brass) of approved quality complete. High or low pressure with plastic floats. 15 mm nominal bore
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.
7096 Stainless steel kitchen sink - with drain board 510 x 1040 mm bowl each 3600.00 depth 225 mm
Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).
P/F sign bord approved size and shape i/c letter writing and painting all complet.
Dwarika Prasad Bhatt (BID ID -413565)
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