Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.5 LAccepted-AOC | ₹73.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹74.8 L+₹1.3 L (1.80%)Rejected-AOC | ₹74.8 L+₹1.3 L (1.80%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical GANAKPARA CITY TOWN UDALGURI P O BHOLABARI P S KALAIGAON DIST UDALGURI ASSAM PIN 784525 | DARRANG | ASSAM | 784525 | - | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | Padma Basumatary L1 | munindra dutta L2 |
|---|---|---|---|---|---|
| 1.00 | 2.8 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 ofbottoms, 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.
2.8.1 All kinds of soil. | 126.23 | Cum | 286.85 ₹36,209.08 Lowest | 290 ₹36,606.7 |
| 2.00 | 2.25 (a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 492.47 | Cum | 368.65 ₹1,81,549.07 Lowest | 371 ₹1,82,706.37 |
| 3.00 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 3,292.81 | Sqm | 89.65 ₹2,95,200.42 | 89 ₹2,93,060.09 Lowest |
| 4.00 | 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe- 500D or more. | 1,453.58 | Sqm | 89.65 ₹1,30,313.45 | 89 ₹1,29,368.62 Lowest |
| 5.00 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.2 1:12:3 (1 Cement: 11⁄2 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from | 11.21 | Cum | 7,783.65 ₹87,254.72 Lowest | 7,900 ₹88,559 |
| 6.00 | 5.1 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from | 15.46 | Cum | 8,364.2 ₹1,29,310.53 Lowest | 8,431 ₹1,30,343.26 |
| 7.00 | 5.2 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
5.2.2 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 | 19.61 | Cum | 10,185.05 ₹1,99,749.2 Lowest | 11,000 ₹2,15,732 |
| 8.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. | 59.4 | Sqm | 307.95 ₹18,292.23 Lowest | 310 ₹18,414 |
| 9.00 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 153.3 | Sqm | 608.35 ₹93,260.06 Lowest | 610 ₹93,513 |
| 10.00 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and | 142.62 | Sqm | 804.25 ₹1,14,702.14 Lowest | 815 ₹1,16,235.3 |
Tender Value
₹73.5 L
EMD Value
₹1.5 L
Closing Date
24 Jul 2025, 2:00 pmClosed
The Addl. Chief Engineer cum Director, PWD, BTC
O/o the Addl. Chief Engineer cum Director, PWD, BTC, Kokrajhar.
Construction of open stage at Panery in Udalguri District.
2025_BTC_45300_16
125/ACE/NIT/Infr/BTC/22-23/189
Open Tender
Civil Works
Item Rate
180 days
Udalguri
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,500
₹1.5 L
Yes
15 Sept 2025
3 Jul 2025
24 Jul 2025
3 Jul 2025
24 Jul 2025
3 Jul 2025
3 Jul 2025 - 24 Jul 2025
Amount
2.8 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 ofbottoms, 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. 2.8.1 All kinds of soil.
2.25 (a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe- 500D or more.
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.2 1:12:3 (1 Cement: 11⁄2 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from
5.1 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from
5.2 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 5.2.2 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
5.9 Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete.
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.6 Columns, Pillars, Piers, Abutments, Posts and
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand).
9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for 9.1.1 Second class teak wood.
9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid 9.5.1 Second class teak wood 9.5.1.1 35 mm thick shutters.
11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with 11.1.1 1:4 (1 cement : 4 coarse sand).
11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's
11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement. 11.6.1 18 mm thick
11.41A Glazed Vitrified tiles Matt/Antiskid finish of size 11.41A Size of Tile 600 x 600 mm
10.16 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. 10.16.1 Hot finished welded type tubes.
12.1 Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and 12.1.3 0.63 mm thick with zinc coating not less than 275 gm/m2
12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m2
12.45 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed 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 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm 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 shall be fixed in a direction perpendicular to G.l. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.l. 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, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per 12.45.2 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996
13.1 12 mm cement plaster of mix : 13.1.1 1:4 (1 cement: 4 fine sand).
13.2 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand)
13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
13.41 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer.
13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on 13.43.1 Water thinnable cement primer.
13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr/10sqm
13.48.2 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
13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sam of approved. 13.50 Applying priming coat :
13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood).
13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works.
13.50.4 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
munindra dutta (BID ID -272162)
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
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 .