Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹6.6 L+₹8,712.87 (1.33%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹6.6 L+₹9,012.04 (1.38%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹6.9 L+₹35,958.40 (5.50%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹7.0 L+₹43,018.16 (6.58%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PALASH KANTI ROY L3 | SHRI. BINOY SARKAR L1 | Rajesh Halder L2 | AJAY KRISHNA BISWAS L4 | GOPAL BAROI L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: | ||||||||
| 1.01 | Asbestos Cement sheet | 44.4 | sqm | 20 ₹888 | 40 ₹1,776 | 30 ₹1,332 | 50 ₹2,220 | 15 ₹666 Lowest |
| 2.00Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | ||||||||
| 2.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 4.91 | cum | 300 ₹1,473 Lowest | 600 ₹2,946 | 1,500 ₹7,365 | 1,600 ₹7,856 | 600 ₹2,946 |
| 3.00Earth 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. | ||||||||
| 3.01 | All kinds of soil. | 7.36 | cum | 200 ₹1,472 Lowest | 400 ₹2,944 | 390 ₹2,870.4 | 290 ₹2,134.4 | 300 ₹2,208 |
| 4.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 0.46 | cum | 120 ₹55.32 Lowest | 300 ₹138.3 | 390 ₹179.79 | 150 ₹69.15 | 130 ₹59.93 |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||||
| 5.01 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 3.15 | cum | 9,100 ₹28,692.3 | 7,000 ₹22,071 Lowest | 9,500 ₹29,953.5 | 8,900 ₹28,061.7 | 9,500 ₹29,953.5 |
| 5.02 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 5.48 | cum | 9,850 ₹54,007.55 | 8,500 ₹46,605.5 Lowest | 9,900 ₹54,281.7 | 9,500 ₹52,088.5 | 9,800 ₹53,733.4 |
Tender Value
₹9.0 L
EMD Value
₹18,080
Closing Date
12 Sept 2025, 3:00 pmClosed
Executive Engineer PRI, NMA, Mayabunder
Office of Executive Engineer PRI, NMA, Mayabunder
Maintainance of Kitchen at Panchayat Bhawan under Gram Panchayat, Diglipur.
2025_RDPRI_19872_1
65/EE/PRI/NMA/MB/25-2026
Open Tender
Civil Works - Buildings
Works
180 days
Diglipur
refer Tender Document
5 documents required · 5 mandatory
₹500
The Executive Engineer PRI, NMA, Mayabunder
₹18,080
17 Oct 2025
5 Sept 2025
12 Sept 2025
5 Sept 2025
12 Sept 2025
5 Sept 2025
Amount
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
Asbestos Cement sheet
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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.
All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Hot finished welded type tubes
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams 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. 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 Engineerin-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.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams 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 :
Ridges plain (500 - 600mm)
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Providing and fixing bolts including nuts and washers complete.
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
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 :
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 :
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 :
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
One or more coats on old work
Distempering with 1st quality acrylic distemper (ready made) having VOC content less than 50 gm per ltr. of approved manufacturer and of required shade and colour complete. as per manufacturer's specification.
One or more coats on old work
Finishing walls with water proofing cement paint of required shade :
Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat.
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
Fixed to openings /wooden frames with rawl plugs screws etc.
Providing and laying hollow cement concrete hollow walling 200mm thick consistiing of hollow block of size 400mm x 200mm x 200mm of mix 1:3:6 (1 cement : 3 Pulverised sand : 6 graded stone aggregate 10 mm nominal & sown size laid in cement mortar 1:6 (1 Cement : 6 Pulverised sand) upto-floor-V level.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick stone aggregate 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Providing and cement concrete surface drain with 1:3:6 (1 cement: 3coatse sand: 6 graded stone aggregate 40mm nominal size) cement concrete finishing with cement plaster 1:4 (1 cement, 4 coarse sand) with a floating coat of neat cement inside the drain and its top and exposed surface i/c earthwork in excaration and disposal of surplus excarated earth and excluding centering & shuttering .
23x23 cm surface drain
Providing wood work in frmaes of doors, window, clerestory window and other frames, wrought framed and fixed in position with hol fast lugs or with fasteners of required dia & length (host fast lugs or dash fastener shall be paid for separately).
Superior Hard wood Cat-II(A)
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes, including ISI marked M.S pressed butt hinges bright finished of required size with necessary screws.
Superior Hard wood Cat-II(A)
35mm thick
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :
Superior Hard wood Cat-II(A)
Providing and fixing in position eave or facia board with 2mm thick non asbestos plain sheet of HILUX Board and 30cm wide including nailing etc. complete as per the diirection-in charge.
Providing valleys of 90cm wide overall in plain aluminium sheet, with nuts & washer etc. including making necesaary connections with rain water pipes complete.
1.00 mm thick
Rajesh Halder (BID ID -58307)
PALASH KANTI ROY (BID ID -58305)
AJAY KRISHNA BISWAS (BID ID -58373)
GOPAL BAROI (BID ID -58390)
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.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
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .