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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.3 CrAccepted-AOC 3RD FLOOR ANIL PLAZA ABC G S ROAD KAMRUP M GUWAHATI 05 | GUWAHATI | KAMRUP M | ASSAM | 781005 | ₹1.3 Cr | 1 | Accepted-AOC L1 Bidder |
| 2 | 2₹1.4 Cr+₹6.2 L (4.76%)Rejected-AOC | ₹1.4 Cr+₹6.2 L (4.76%) | 2 | Rejected-AOC L2 Bidder |
| 3 | 3₹1.4 Cr+₹8.7 L (6.67%)Rejected-AOC | ₹1.4 Cr+₹8.7 L (6.67%) | 3 | Rejected-AOC L3 Bidder |
| Sl No | Description | Qty | Unit | SRINATH BUILDERS & HOUSING CO. PVT LTD. L1 | Raj Kumar Das L3 | Kumud Das L2 |
|---|---|---|---|---|---|---|
| 1.00 | Installation of Deep Tube well Vetted Estimate from PHE,Assam Encosed. | 1 | Job | 30,48,108.96 ₹30,48,108.96 Lowest | 30,48,108.96 ₹30,48,108.96 Lowest | 30,48,108.96 ₹30,48,108.96 Lowest |
| 2.00 | Lift Door | 1 | Job | 21,00,000 ₹21,00,000 Lowest | 29,69,571 ₹29,69,571 | 27,21,122 ₹27,21,122 |
| 3.00 | 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 | 8,952 | kg | 173.15 ₹15,50,038.8 Lowest | 173.15 ₹15,50,038.8 Lowest | 173.15 ₹15,50,038.8 Lowest |
| 4.00 | Providing Of Roof Sheet on 8th Slab of The Building.Providing & fixing at all heights, levels and locations Mill finishAluminium alloy roofing sheets of alloy IS designation 31500, temperHx8 conforming to IS 737 and dimensions as per IS code 2676 withcharacteristics of good formability and corrosionresistance. Theprofile sheets shall be fixed to truss members in slope or required
pitch or curvature with Hex cap headed self drilling/tapping Stainlesssteel screws M6, 50 mm long with 3 mm EPDM seal washer etc. allinclusive of labour, scaffolding, T&P and sundries etc. complete asper directions of the Engineer-In-Charge. (Cost of truss/frame workshall be paid separately). 0.56mm Aluminium profile with center to center pitch of
175 mm, depth of 46mm, top crest width of 41mm,
bottom valley width of 80mm, overall profile width of
1144mm, cover width 1050mm. | 218.78 | m2 | 1,576.26 ₹3,44,854.16 Lowest | 1,576.26 ₹3,44,854.16 Lowest | 1,576.26 ₹3,44,854.16 Lowest |
| 5.00 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at
OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller
to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to
0.075 mm) having CBR Value-30 | 165.21 | m3 | 2,791.01 ₹4,61,102.76 Lowest | 2,791.01 ₹4,61,102.76 Lowest | 2,791.01 ₹4,61,102.76 Lowest |
| 6.00 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:
Cement Mortar 1:6 (1 cement : 6 coarse sand). | 5,849.95 | m3 | 60.49 ₹3,53,863.48 Lowest | 60.49 ₹3,53,863.48 Lowest | 60.49 ₹3,53,863.48 Lowest |
| 7.00 | 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 | 6,145.5 | kg | 94.13 ₹5,78,475.92 Lowest | 94.13 ₹5,78,475.92 Lowest | 94.13 ₹5,78,475.92 Lowest |
| 8.00 | 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) | 206.25 | m3 | 10,694.3 ₹22,05,699.38 Lowest | 10,694.3 ₹22,05,699.38 Lowest | 10,694.3 ₹22,05,699.38 Lowest |
| 9.00 | 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) | 78.68 | m3 | 1,068.95 ₹84,104.99 Lowest | 1,068.95 ₹84,104.99 Lowest | 1,068.95 ₹84,104.99 Lowest |
| 10.00 | Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% andconforming 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. | 36.78 | m2 | 1,487.48 ₹54,709.51 Lowest | 1,487.48 ₹54,709.51 Lowest | 1,487.48 ₹54,709.51 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
30 Jul 2025, 2:00 pmClosed
Managing Director, HOUSEFED, Assam
O/o. Managing Director, HOUSEFED, Assam, Dispur, Guwahati-6
Construction of additional works of East End Building Block, Housefed Complex, Dispur, Guwahati-6
2025_CD_45558_1
HF/ENGG-3661/25-26/53
Open Tender
Civil Works
Item Rate
180 days
Housefed Complex, Dispur, Guwahati-6
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,500
₹2.5 L
O/o. Managing Director, HOUSEFED, Assam
8 Sept 2025
15 Jul 2025
31 Jul 2025
15 Jul 2025
30 Jul 2025
15 Jul 2025
17 Jul 2025
Amount
Installation of Deep Tube well Vetted Estimate from PHE,Assam Encosed.
Lift Door
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
Providing Of Roof Sheet on 8th Slab of The Building.Providing & fixing at all heights, levels and locations Mill finishAluminium alloy roofing sheets of alloy IS designation 31500, temperHx8 conforming to IS 737 and dimensions as per IS code 2676 withcharacteristics of good formability and corrosionresistance. Theprofile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainlesssteel screws M6, 50 mm long with 3 mm EPDM seal washer etc. allinclusive of labour, scaffolding, T&P and sundries etc. complete asper directions of the Engineer-In-Charge. (Cost of truss/frame workshall be paid separately). 0.56mm Aluminium profile with center to center pitch of 175 mm, depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall profile width of 1144mm, cover width 1050mm.
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
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
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)
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)
Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08% andconforming 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.
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.Acid and alkali resistant tile
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour Two coats
Rolling Shutter
Re-arrangement of pipe line--Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.50 mm nominal dia Pipes
Kumud Das (BID ID -273205)
Raj Kumar Das (BID ID -273857)
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