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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.1 LAccepted-AOC | ₹23.1 L | L1 | Accepted-AOC Awarded Lowest Bidder |
| 2 | L2₹23.6 LRejected-Finance | ₹23.6 L | L2 | Rejected-Finance SECOND LOWEST |
| 3 | L3₹27.7 LRejected-Finance JAKHANI KIRTINAGAR TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | 249001 | ₹27.7 L | L3 | Rejected-Finance THIRD LOWEST |
| 4 | L4₹27.7 LRejected-Finance | ₹27.7 L | L4 | Rejected-Finance FORTH LOWEST |
| 5 | L5₹31.5 LRejected-Finance NA | ₹31.5 L | L5 | Rejected-Finance FIFTH LOWEST |
| Sl No | Description | Qty | Unit | GARHWAL BUILDERS L3 | KAMAL SINGH RANA L1 | BHAGIRATHI ENTERPRISES L2 | Puran chand ramola L5 | NAIN SINGH BIST L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar | 11.75 | Cum | 2,379 ₹27,953.25 | 1,500 ₹17,625 | 1,745 ₹20,503.75 | 2,472 ₹29,046 | 2,060.2 ₹24,207.35 |
| 2.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineerin - charge.Nominal concrete 1:3:6 | 10 | Cum | 2,811 ₹28,110 | 1,500 ₹15,000 | 2,062 ₹20,620 | 2,921 ₹29,210 | 2,434.25 ₹24,342.50 |
| 3.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer | 6.46 | Cum | 4,100 ₹26,486 | 2,000 ₹12,920 | 3,009 ₹19,438.14 | 4,261 ₹27,526.06 | 3,551.25 ₹22,941.08 |
| 4.00 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | 12 | Sqm | 1,325 ₹15,900 | 1,324 ₹15,888 | 972 ₹11,664 | 1,376 ₹16,512 | 1,147.2 ₹13,766.40 |
| 5.00 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area 3 sq. metres and below | 16 | Each | 424 ₹6,784 | 423 ₹6,768 | 3,110 ₹49,760 | 440 ₹7,040 | 367.2 ₹5,875.20 |
| 6.00 | Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead Of sectional area 40 square centimetres and above | 0.28 | Cum | 5,148 ₹1,441.44 | 5,147 ₹1,441.16 | 3,778 ₹1,057.84 | 5,350 ₹1,498 | 459.1 ₹128.55 |
| 7.00 | 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 | 43.2 | Cum | 465 ₹20,088 | 464 ₹20,044.80 | 393 ₹16,977.60 | 444 ₹19,180.80 | 547.64 ₹23,658.05 |
| 8.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications | 47.48 | Cum | 5,871 ₹2.8 L | 4,500 ₹2.1 L | 4,974 ₹2.4 L | 6,973 ₹3.3 L | 6,812 ₹3.2 L |
| 9.00 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 216 | Sqm | 804 ₹1.7 L | 700 ₹1.5 L | 996 ₹2.2 L | 961 ₹2.1 L | 1,379.42 ₹3.0 L |
| 10.00 | Earth work in rough excavation, banking excavated earth in layers cm in depth, breaking clods watering, rolling each layer with ½ ton or steel rammers, and rolling every 3rd and top-most layer with po 8 tonnes and dressing up in embankments for roads, flood banks, guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m. All Kinds of soil. | 49.34 | Cum | 300 ₹14,802 | 300 ₹14,802 | 220 ₹10,854.80 | 1,200 ₹59,208 | 395.3 ₹19,504.10 |
Tender Value
Refer Docs
EMD Value
₹67,000
Closing Date
10 Mar 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
Office of Executive Engineer, Infrastructure Division (Irrigation Department) Uttarkashi
Construction work of 02 record rooms in the office of Chief Education Officer, Uttarkashi under District Plan
2026_IRDCE_92172_1
12/EE/2025-26
Open Tender
Civil Works - Buildings
Uttarkashi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Executive Engineer Infrastructure Div Uttarkashi
₹67,000
13 Apr 2026
20 Feb 2026
11 Mar 2026
20 Feb 2026
10 Mar 2026
21 Feb 2026
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineerin - charge.Nominal concrete 1:3:6
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer
Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area 3 sq. metres and below
Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead Of sectional area 40 square centimetres and above
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
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications
Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
Earth work in rough excavation, banking excavated earth in layers cm in depth, breaking clods watering, rolling each layer with ½ ton or steel rammers, and rolling every 3rd and top-most layer with po 8 tonnes and dressing up in embankments for roads, flood banks, guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 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: 8graded stone aggregate 40 mm nominal size)
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 in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Providing and laying in position cement concrete of specified grade cost of centring and shuttering - -All work upto plinth level 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
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 )
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 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 in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
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 With 2nd class teak wood beading 62X19 mm
Brick work with F.P.S. bricks of class designation 75 in superstruct level upto floor V level in all shapes and sizes in 1:6
Providing and fixing tublar frames for doors, windows and ventilato mild steel Tee-sections, joints mitred and welded with 15x3 10cm long embedded in cement concrete blocks 15x10x10 cm of 1 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm no size) or with wooden plugs and screws or rawl plugs and screws or dash fastener or with fixing clips or with bolts and nuts as
Structural steel work in single section fixed with or without c plate including cutting, hoisting, fixing in position and applying a pr coat of approved steel primer all complete.
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 10.30.1 4.0 mm thick glass panes
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.
Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.
12 mm cement plaster of mix in 1:6 (1 cement : 6 fine sand) in Smooth surface
15 mm cement plaster on rough side of single or half brick wall of mix 1:6
6 mm cement plaster of mix : 13.16.1 1:3 (1 cement : 3 fine sand)
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.
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.
1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate 40 mm nominal size). In drain
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 laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. fourth and final layer of brick tiling with cement mortar (which will be paid for separately. (For the purpose of measurement the entire treated surface will be measured.)
30 mm thick flush door shutter including ISI marked Stainless Steel butt hinges with 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 : 9.96.1 300x16 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 : 9.97.1 300x10 mm
Providing and fixing aluminium handles, 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 : 9.100.1 125 mm
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.12.41.2 110 mm 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.
Finishing wall with acrylic smooth exterior paint of requried shade13.46.1.
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.12.41.2 110 mm 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.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
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 or manufacture
Painting Steel 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 or manufacture
Grading roof for water proofing treatment with Cement mortar 1:4
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
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 5.5 mm thick glass panes
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
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required)
wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group B
Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2pair
Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required 100 mm X 100 mm X 60 mm deep
Supplying and fixing 5/6 Amps Modular type switch on the existing Modular plate & switch box including connections but excluding modular plate etc. as required
S/F 4 module GI box of size 125 x 75 mm along with modular base and cover plate for modular switches in recess etc as required .
Supplying and fixing 3 pin 5 amps ceiling rose on the existing junction box /wooden block including connections etc as required
Supplying and fixing suitable size G.I Box with modular plate and cover in front on surface/recessed including P/F 3 pin 5/6 Amps modular socket outlet and 5/6Amps modular switch connections etc as required.
Supplying and fixing suitable size G.I Box with modular plate and cover in front on surface/recessed including P/F 6 pin 15/16 Amps and 5/6 Amps modular socket outlet and 15/16Amps modular switch connections etc as required.
Supplying and fixing modular blanking plate on the existing modular plate and switch box excluding modular plate as required.
Supply and Fixing 6 Way double door surface/recess mounting vertical type 240 volts TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bars, common neutral link, earth bar, din bar for mounting MCB’s (But without MCBs and incomer MCCB)of Havells make model LOAD LINE or its equivalent of Legrand/ABB /L&T/ Sciemense Make including painting earthing etc. as required.
Supplying and fixing Single Pole5amps- 32 amps rating 240/415 Volts C series miniature circuit Breaker suitable for inductive loads of following pole in the existing MCB DB complete with connections, testing and commissioning etc as required.
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