Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.0 LAccepted-AOC | ₹63.0 L | L1 | Accepted-AOC Accepted by tender evaluation and Sanctioning and Monitoring Committee. |
| 2 | L2₹63.2 LRejected-Finance | ₹63.2 L | L2 | Rejected-Finance Rejected by tender evaluation and Sanctioning and Monitoring Committee. |
| Sl No | Description | Qty | Unit | TIRTHA NATH DUTTA L2 | REKIBUDDIN AHMED L1 |
|---|---|---|---|---|---|
| 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 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. 2.8.1 All kinds of soil. | 13.5 | Cum | 304 ₹4,104 | 304.06 ₹4,104.81 |
| 2.00 | 11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | 44.06 | Sqm | 780 ₹34,366.80 | 777.29 ₹34,247.40 |
| 3.00 | 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 : 4.1.5 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) | 2.48 | Cum | 7,244 ₹17,928.90 | 7,243.4 ₹17,927.42 |
| 4.00 | 5.22.6 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. | 3,406.17 | Kg | 100 ₹3.4 L | 95.02 ₹3.2 L |
| 5.00 | 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete | 45.94 | Sqm | 330 ₹15,160.20 | 326.42 ₹14,995.73 |
| 6.00 | 5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for all heights Columns, Pillars, Piers, Abutments, Posts and Struts. | 24.01 | Sqm | 853 ₹20,480.53 | 852.5 ₹20,468.53 |
| 7.00 | 5.1.2 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 derived from natural sources) | 7.38 | Sqm | 8,867 ₹65,429.59 | 8,866.05 ₹65,422.58 |
| 8.00 | 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) | 10.45 | Cum | 7,295 ₹76,232.75 | 7,294.92 ₹76,231.91 |
| 9.00 | 2.25 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. | 15.62 | Cum | 300 ₹4,687.50 | 269.18 ₹4,205.94 |
| 10.00 | 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | 51.9 | Sqm | 470 ₹24,393 | 469.31 ₹24,357.19 |
Tender Value
₹65.8 L
EMD Value
₹1.3 L
Closing Date
6 Feb 2026, 5:00 pmClosed
EXECUTIVE OFFICER AND CHAIRPERSON
OFFICE OF THE NAZIRA MUNICIPAL BOARD
PROPOSED CONSTRUCTION OF ZUBEEN GARG STATUE PLATFORM AND BOUNDARY WALL WITH IMPROVEMENT OF GANDHI MAIDAN, NAZIRA UNDER NAZIRA MUNICIPAL BOARD
2026_UDD_50290_1
NIT No NMB/246/15th FC (Tied/Untied)/2021-22/491Dated Nazira the 16th January 2026
Open Tender
Civil Works
NAZIRA TOWN WARD NO 5
As per NIT
2 documents required · 2 mandatory
₹5,000
Yes
₹1.3 L
Yes
NAZIRA MB
8 May 2026
17 Jan 2026
7 Feb 2026
18 Jan 2026
6 Feb 2026
18 Jan 2026
18 Jan 2026 - 2 Feb 2026
19 Jan 2026
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 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. 2.8.1 All kinds of soil.
11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
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 : 4.1.5 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)
5.22.6 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.
5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete
5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for all heights Columns, Pillars, Piers, Abutments, Posts and Struts.
5.1.2 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 derived from natural sources)
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)
2.25 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.
13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
11.41.2 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm 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., complete. Size of Tile 600x600 mm
10.28 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) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.
Spot Light – High-output LED fixture suitable for outdoor architectural lighting. Provides focused illumination on statue surface with low power consumption and long service life. Includes mounting hardware, wiring connections, and weather-resistant body.
Supplying with fitting and fixing of Sign Board
Supplying with fitting and fixing of Marble finished plat with writing of history as required by authority.
2.8 Earthwork in excavation work by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms , lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. 2.8.1 All kinds of soil
4.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 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)
11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
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.
5.9.)Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
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 : 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)
6.13 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)
13.5 15 mm cement plaster on rough side of single or half brick wall of mix: 13.5.1 1:4 (1 cement: 4 coarse sand)
The proposed work includes the design and execution of decorative wall art on the existing boundary wall as per approved architectural concept and artistic theme.
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer.
Cost of MS Iron Gate fiting fixing
11.19.3 Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : 11.19.3 Dark shade pigment using ordinary cement
MR Supplying with fitting and fixing MS CASTING BENCH AREA: 5 X 2.5 X 3 FEET. MAINE FRAME: CASTING FRAME CAPACITY: 3 PERSON
Supplying with fitting and fixing of ARC SWING AREA: 10 X 4.5 X 8.5 FEET AGE GROUP: 3-15 YRS MAIN FRAME: 60 MM, 33 MM OD PIPE CAPACITY: 2 CHILDREN
Supplying with fitting and fixing of TUBE TUNNEL SLIDE AREA : 14 X 5 X 7 FEET AGE GROUP: 3-10 YRS SHEET: FRP LADDER: 34 MM , 27 MM
Cleaning of existing garden
Fibrecrafts India Free Size Black and White Fibre Crafted Dustbin
Supplying, installing, testing, and commissioning of complete solar-powered LED street lighting system suitable for outdoor installation along roads, pathways, campuses, and parks. The system shall include high-efficiency monocrystalline/polycrystalline solar PV module of adequate wattage to meet the required lighting load and provide minimum 8–12 hours of operation per night.Luminaire shall be energy-efficient LED type, with high-performance optics, minimum 100–130 lumen/W LED output, toughened glass cover, IP65/66 protection rating, and suitable heat dissipation system.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 • 1.65 MB
NIT.pdf
Tender Documents • 1.64 MB
BOQ_80122.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid