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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.0 LAccepted-AOC | ₹25.0 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹25.2 L+₹18,322.79 (0.73%)Rejected-Finance C O HARU CH DEY KACHUGAON P O P S KACHUGAON DIST KOKRAJHAR BTC ASSAM PIN 783370 | KACHUGAON | KOKRAJHAR | ASSAM | 783370 | ₹25.2 L+₹18,322.79 (0.73%) | L2 | Rejected-Finance L2 Bidder |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SRI BIBEKANANDA DEY L2 | MANI BEGUM L1 |
|---|---|---|---|---|---|
| 1.00 | GATE:
2.8 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
2.8.1 All kinds of soil | 18.52 | Cum | 295 ₹5,463.4 | 286.85 ₹5,312.46 Lowest |
| 2.00 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the
surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 8.82 | Sqm | 615 ₹5,424.3 | 607.2 ₹5,355.5 Lowest |
| 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 :
4.1.3 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) | 1.24 | Cum | 7,365.15 ₹9,132.79 Lowest | 7,365.15 ₹9,132.79 Lowest |
| 4.00 | 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. | 639.74 | kg | 95 ₹60,775.3 | 89.65 ₹57,352.69 Lowest |
| 5.00 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically
5.22A.6Treated bars of grade Fe-500D or more. | 1,324.12 | kg | 95 ₹1,25,791.4 | 89.65 ₹1,18,707.36 Lowest |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for -
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 8.4 | Sqm | 307.95 ₹2,586.78 Lowest | 307.95 ₹2,586.78 Lowest |
| 7.00 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 46.44 | Sqm | 804.25 ₹37,349.37 Lowest | 804.25 ₹37,349.37 Lowest |
| 8.00 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 11.97 | Sqm | 608.35 ₹7,281.95 Lowest | 608.35 ₹7,281.95 Lowest |
| 9.00 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform Slab - | 62.98 | Sqm | 766.55 ₹48,277.32 Lowest | 766.55 ₹48,277.32 Lowest |
| 10.00 | 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 | 7.93 | Cum | 8,364.2 ₹66,328.11 Lowest | 8,364.2 ₹66,328.11 Lowest |
Tender Value
₹25.0 L
EMD Value
₹49,999
Closing Date
1 Aug 2025, 12:30 pmClosed
Executive Engineer
OO the Executive Engineer PWD Kokrajhar Dist and Chirang Dist Territorial Bldg Division Kokrajhar
Construction of Entry Gate at Magurmari Anchalik IDH GAH Vill Magurmari Dist Kokrajhar BTR Assam
2025_BoTC_45836_1
Tender No.KOK/BLDG-218/118 of 2025-26
Open Tender
Civil Works - Building
Works
180 days
Magurmari
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹49,999
Yes
7 Aug 2025
22 Jul 2025
1 Aug 2025
22 Jul 2025
1 Aug 2025
22 Jul 2025
22 Jul 2025 - 1 Aug 2025
Amount
GATE: 2.8 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.8.1 All kinds of soil
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
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 : 4.1.3 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. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically 5.22A.6Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for - 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.3 Suspended floors, roofs, landings, balconies and access platform Slab -
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
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 natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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).
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)
8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
16.68 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
OPEN DRAIN: 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. cum
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
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
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)
13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.2 20 mm cement plaster
2.25 (a)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.
Supply and installation of Minar
SRI BIBEKANANDA DEY (BID ID -274252)
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