Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹43.0 LAccepted-AOC BIKHUPON CHALIHA GOLAGHAT ASSAM 785621 | GOLAGHAT | GOLAGHAT | ASSAM | 785621 | 1 | Accepted-AOC L1 Bidder | |
| 2 | 2₹43 L+₹1,000 (0.02%)Rejected-AOC | 2 | Rejected-AOC L2 Bidder |
| Sl No | Description | Qty | Unit | Mohinis Trade and Construction L1 | Sagar Gohain 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 | 3.1 | Cum | 308 ₹954.8 Lowest | 308 ₹954.8 Lowest |
| 2.00 | 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. | 3.05 | Cum | 273 ₹832.65 Lowest | 273 ₹832.65 Lowest |
| 3.00 | PLAIN CEMENT CONCRETE WORKS: 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) including dewatering if necessary, and curing etc. complete. | 0.5 | Cum | 6,789 ₹3,394.5 Lowest | 6,789 ₹3,394.5 Lowest |
| 4.00 | 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 :
(5.1.2) 1:1:2 (1 cement : 1 coarse sand (zone-III): graded stone aggregate 20 mm nominal size) M25 grade concrete | 1.8 | Cum | 8,500 ₹15,300 Lowest | 8,977 ₹16,158.6 |
| 5.00 | SHUTTERING FORMWORK Lintels, beams, plinth beams, girders, bressumers and cantilevers (a) For depth not exceeding 1.0M. | 6.4 | Sqm | 653 ₹4,179.2 Lowest | 653 ₹4,179.2 Lowest |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above and below plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 4.58 | Qtl | 9,622 ₹44,068.76 Lowest | 9,622 ₹44,068.76 Lowest |
| 7.00 | Half brick masonry 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. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) | 59.32 | Sqm | 1,092 ₹64,777.44 Lowest | 1,092 ₹64,777.44 Lowest |
| 8.00 | TILES Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm | 540 | Sqm | 1,407 ₹7,59,780 Lowest | 1,407 ₹7,59,780 Lowest |
| 9.00 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power press ed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval 12.5 mm thick tapered edge gypsum plain board
conforming to IS: 2095- (Part I) :2011 | 340 | Sqm | 1,230 ₹4,18,200 Lowest | 1,230 ₹4,18,200 Lowest |
| 10.00 | 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. | 350 | Sqm | 721 ₹2,52,350 Lowest | 721 ₹2,52,350 Lowest |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
10 Feb 2026, 4:00 pmClosed
Executive Engineer, PWRD, BDTRD
Bokakhat PWRD Office
Renovation of Office Building, PWRD, Bokakhat and Dergaon Territorial Road Division, Bokakhat under contingency fund.
2026_PWD_50468_1
BDTRD/BKT/ETENDER/25-26/02
Open Tender
Civil Works - Building
Item Rate
Bokakhat
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
Yes
₹86,000
Yes
o/o EE, PWRD, BDTRD
5 Mar 2026
22 Jan 2026
11 Feb 2026
22 Jan 2026
10 Feb 2026
22 Jan 2026
22 Jan 2026 - 10 Feb 2026
28 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 3.1 | Cum | 307.88 | ₹954.43 |
| 2 | 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. | 3.05 | Cum | 272.56 | ₹831.31 |
| 3 | PLAIN CEMENT CONCRETE WORKS: 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) including dewatering if necessary, and curing etc. complete. | 0.5 | Cum | 6,789.75 | ₹3,394.88 |
| 4 | 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 :
(5.1.2) 1:1:2 (1 cement : 1 coarse sand (zone-III): graded stone aggregate 20 mm nominal size) M25 grade concrete | 1.8 | Cum | 8,977.3 | ₹16,159.14 |
| 5 | SHUTTERING FORMWORK Lintels, beams, plinth beams, girders, bressumers and cantilevers (a) For depth not exceeding 1.0M. | 6.4 | Sqm | 652.94 | ₹4,178.82 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above and below plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 4.58 | Qtl | 9,622.13 | ₹44,069.36 |
| 7 | Half brick masonry 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. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) | 59.32 | Sqm | 1,092.67 | ₹64,817.18 |
| 8 | TILES Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm | 540 | Sqm | 1,407.15 | ₹7,59,861 |
| 9 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power press ed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval 12.5 mm thick tapered edge gypsum plain board
conforming to IS: 2095- (Part I) :2011 | 340 | Sqm | 1,229.95 | ₹4,18,183 |
| 10 | 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. | 350 | Sqm | 720.77 | ₹2,52,269.5 |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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
Tendernotice_1.pdf
PDF • 1.61 MB
DNIT.pdf
Tender Documents • 1.59 MB
SBD.pdf
Tender Documents • 11.29 MB
FoB.pdf
Tender Documents • 0.01 MB
BOQ_80334.xls
BOQ • 0.39 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 .