Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.5 LAccepted-AOC GRAM PO PILKHI DISTRICT TEHRI GARHWAL | ₹27.5 L | L1 | Accepted-AOC First lowest |
| 2 | L2₹29.8 LRejected-AOC UTTARAKHAND UT | UDAM SINGH NAGAR | UTTARAKHAND | 244716 | ₹29.8 L | L2 | Rejected-AOC second lowest |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-The employer's name is not correctly mentioned on Form-1 attached with FDR. |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-not submitted mandatory document. |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-tender reference Number is not correct in bid declaration form. tender reference Number is not correct in No Dues Certificate. |
| Sl No | Description | Qty | Unit | Suresh Giri L1 | ASHISH NEGI L2 |
|---|---|---|---|---|---|
| 1.00 | 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. | 71.69 | CUM | 100 ₹7,169 | 214 ₹15,341.66 |
| 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: 8graded stone aggregate 40 mm nominal size) | 20.34 | Cum | 5,300 ₹1.1 L | 5,600 ₹1.1 L |
| 3.00 | 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) | 22.15 | CUM | 7,000 ₹1.6 L | 7,400 ₹1.6 L |
| 4.00 | 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) | 0.37 | CUM | 6,100 ₹2,257 | 6,496 ₹2,403.52 |
| 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 | 17.69 | CUM | 5,200 ₹91,988 | 6,028 ₹1.1 L |
| 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 ) | 10.84 | CUM | 5,200 ₹56,368 | 5,881 ₹63,750.04 |
| 7.00 | 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). | 31.28 | CUM | 9,000 ₹2.8 L | 9,487 ₹3.0 L |
| 8.00 | 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) | 4.05 | CUM | 8,500 ₹34,425 | 8,949 ₹36,243.45 |
| 9.00 | 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 | 19.44 | Sqm | 770 ₹14,968.80 | 774 ₹15,046.56 |
| 10.00 | 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 | 28.77 | Cum | 7,500 ₹2.2 L | 7,508 ₹2.2 L |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
6 Oct 2025, 3:00 pmClosed
Executive Engineer
Rural works department Temporary division ghansali
construction of 02 class rooms with veranda at GHSS Lakshmoli under block kirtinagar.
2025_RES_87328_1
484/RWD/NIT/2025-26 DT 19-09-2025
Open Tender
Civil Works - Buildings
150 days
Ghansali
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Yes
EE RWD Ghansali
₹1.1 L
Yes
9 Feb 2026
20 Sept 2025
6 Oct 2025
20 Sept 2025
6 Oct 2025
20 Sept 2025
Amount
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 slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick
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 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.
Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work
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 22.14.3 Cement mortar 1:4
ASHISH NEGI (BID ID -401129)
stage.html
html • 0.07 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_103642.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid