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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹22.3 LAccepted-AOC | ₹22.3 L | 1 | Accepted-AOC Lowest bid |
| 2 | 2₹23.0 L+₹70,936 (3.18%)Rejected-Finance | ₹23.0 L+₹70,936 (3.18%) | 2 | Rejected-Finance Higher bid value |
| 3 | 3₹23.6 L+₹1.3 L (5.82%)Rejected-Finance | ₹23.6 L+₹1.3 L (5.82%) | 3 | Rejected-Finance Higher bid value |
| 4 | 4₹26.6 L+₹4.2 L (19.0%)Rejected-Finance | ₹26.6 L+₹4.2 L (19.0%) | 4 | Rejected-Finance Higher bid value |
| 5 | Rejected-Technical | - | - | Rejected-Technical Discrepancy in EMD |
| Sl No | Description | Qty | Unit | MS GINTU HARDWARE AND SUPPLIER L2 | Dream Enterprise L4 | Sri Utpal Patgiri L1 | MS J ENTERPRISE L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :
2.2.1 All kinds of soil | 142.17 | cum | 747.7 ₹1,06,300.51 | 862.7 ₹1,22,650.06 | 724.67 ₹1,03,026.33 Lowest | 747.7 ₹1,06,300.51 |
| 2.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a 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. | 590.4 | cum | 319.5 ₹1,88,632.8 | 368.65 ₹2,17,650.96 | 309.67 ₹1,82,829.17 Lowest | 319.5 ₹1,88,632.8 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 8.21 | cum | 6,383.37 ₹52,407.47 | 7,365.15 ₹60,467.88 | 6,186.73 ₹50,793.05 Lowest | 6,383.37 ₹52,407.47 |
| 4.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor etc., up to floor five level, excluding the cost of centering,shuttering and finishing:
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size
derived from natural sources) | 76.63 | cum | 7,016.43 ₹5,37,669.03 Lowest | 9,375.2 ₹7,18,421.58 | 7,875.17 ₹6,03,474.28 | 7,785.66 ₹5,96,615.13 |
| 5.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Mild steel and Medium Tensile steel bars | 6,271.72 | kg | 90 ₹5,64,454.8 | 88.95 ₹5,57,869.49 | 74.72 ₹4,68,622.92 Lowest | 90 ₹5,64,454.8 |
| 6.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand) | 12.67 | sqm | 5,964.62 ₹75,571.74 | 6,882 ₹87,194.94 | 5,780.88 ₹73,243.75 Lowest | 5,964.62 ₹75,571.74 |
| 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.
Cement mortar 1:4 (1 cement :4 coarse sand) | 306.71 | sqm | 882.34 ₹2,70,622.5 | 1,018.05 ₹3,12,246.12 | 855.16 ₹2,62,286.12 Lowest | 882.34 ₹2,70,622.5 |
| 8.00 | Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. | 79.94 | sqm | 709.95 ₹56,753.4 | 819.15 ₹65,482.85 | 688.09 ₹55,005.91 Lowest | 709.95 ₹56,753.4 |
| 9.00 | 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. | 138.95 | kg | 110 ₹15,284.5 | 93.05 ₹12,929.3 | 78.16 ₹10,860.33 Lowest | 110 ₹15,284.5 |
| 10.00 | Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer | 5.25 | sqm | 4,657.94 ₹24,454.19 | 5,374.35 ₹28,215.34 | 4,514.45 ₹23,700.86 Lowest | 4,657.94 ₹24,454.19 |
Tender Value
₹26.6 L
EMD Value
₹53,130
Closing Date
11 Sept 2025, 2:00 pmClosed
Executive Engineer,PWD,Bajali District TBD
O/o the Executive Engineer, PWD, Bajali District Territorial Building Division ,Pathsala
Construction of Boundary wall in the campus of Medhikuchi PHC, Bajali under Jt. Director of Health Services, Barpeta
2025_PWBNH_46794_1
EE/BAJ/BLDG/TB-21/2024-25/562
Open Tender
Civil Works
Item Rate
120 days
Pathsala
Please refer tender documents
3 documents required · 3 mandatory
₹540
₹53,130
Yes
Pathsala
14 Oct 2025
21 Aug 2025
11 Sept 2025
21 Aug 2025
11 Sept 2025
21 Aug 2025
21 Aug 2025 - 10 Sept 2025
9 Sept 2025
Amount
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : 2.2.1 All kinds of soil
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a 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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor etc., up to floor five level, excluding the cost of centering,shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
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. Cement mortar 1:4 (1 cement :4 coarse sand)
Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level.
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 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer
Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. Water thinnable cement primer:
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
Providing and applying white cement based putty of average thickness1 mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
MS GINTU HARDWARE AND SUPPLIER (BID ID -280977)
MS J ENTERPRISE (BID ID -281105)
Dream Enterprise (BID ID -280531)
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