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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.5 LAccepted-AOC FLAT NO B2 MATHURA NAGAR 4TH BYE LANE DISPUR GUWAHATI 06 | GUWAHATI | ASSAM | ₹23.5 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹24.7 LRejected-AOC GNB ROAD P O SILPUKHURI P S CHANDMARI H NO 2 SILPUKHURI WEST BANK GUWAHATI KAMRUP M | ₹24.7 L | L2 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | M/S J.J. ENTERPRISE L1 | MS SANGEETA CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|
| 1.00(i) Civil Work | |||||
| 2.00 | 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. | 24.48 | cum | 296.03 ₹7,248 | 310.83 ₹7,610.36 |
| 3.00 | 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 | 30.02 | cum | 138.52 ₹4,158.09 | 145.45 ₹4,366.12 |
| 4.00 | 4.0 CEMENT CONCRETE 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 : 4.1.6 :3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural
sources : 6 graded stone aggregate 40 mm nominal size | 1.5 | cum | 6,883.7 ₹10,318.67 | 7,227.89 ₹10,834.61 |
| 5.00 | 5.0 REINFORCED CEMENT WORK 5.1 Providing and laying in position specified grade of reinforced5. cement
concrete, excluding the cost of centering, shuttering, finishing and
reinforcement - All work up to plinth level : 5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 20 mm nominal size de
rived from natural sources) | 10.83 | cum | 8,199.91 ₹88,837.82 | 8,610 ₹93,280.74 |
| 6.00 | 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 natu
ral sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources) | 5.12 | cum | 10,510.97 ₹53,837.19 | 11,037 ₹56,531.51 |
| 7.00 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform | 109.7 | sqm | 791.08 ₹86,784.64 | 831 ₹91,164.02 |
| 8.00 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and
cantilevers | 89.12 | sqm | 627.82 ₹55,953.20 | 659 ₹58,732.06 |
| 9.00 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 92.46 | sqm | 829.99 ₹76,740.88 | 871 ₹80,532.66 |
| 10.00 | 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. | 937.52 | kg | 92.52 ₹86,739.81 | 98 ₹91,877.45 |
Tender Value
₹23.5 L
EMD Value
₹46,921
Closing Date
23 Dec 2025, 2:00 pmClosed
Managing Director
Office of the Managing Director, APTDC Ltd., Ganeshguri, Ghy-05
Construction of Home Stay at the campus of Singpho Eco Lodge, Inthong, Tinsukia, Assam.
2025_WPTBC_49143_1
PTDC/Engg/2024-25/442
Open Tender
Civil Works
270 days
Inthong
Please refer to tender document
3 documents required · 3 mandatory
₹500
₹46,921
Yes
Managing Director, APTDC Ltd., Ganeshguri, Ghy-05
18 Mar 2026
10 Dec 2025
23 Dec 2025
10 Dec 2025
23 Dec 2025
10 Dec 2025
12 Dec 2025
(i) Civil Work
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.
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
4.0 CEMENT CONCRETE 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 : 4.1.6 :3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size
5.0 REINFORCED CEMENT WORK 5.1 Providing and laying in position specified grade of reinforced5. cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)
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)
5.9.3 Suspended floors, roofs, landings, balconies and access platform
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
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. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
MASONARY WORK 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. 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
8.0 CLADDING WORK 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.
FRAMES AND TRUSSES 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 separately) 9.1.3 Kiln seasoned and chemically treated hollock 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 separately) 9.5.2 Kiln seasoned and chemically treated hollock wood 9.5.2.1 35 mm thick shutters
9.7.7 Float glass panes 9.7.7.1 4 mm thick glass pane (weight not less than 10kg/sqm).
STEEL WORK 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
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. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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.
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 separately). 9.1.3 Kiln seasoned and chemically treated hollock 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 separately) 9.5.1Second class teak wood 9.5.1.1 35 mm thick shutters
VITRIFIED FLOOR TILES 11.41 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. 11.41.3 Size of Tile 800x800 mm
12.31 Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately): 12.31.1 Flat surfaces
12.65 Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). 12.65.1 0.56 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm.
12.66 Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/ tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete :
CEMENT PLASTER (IN FINE SAND 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)
13.41 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
13.42 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. 13.42.1 Two or more coats on new work
13.44 Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
13.44 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
13.80 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.
SIGNBOARD
Add water supply and sanitary fitting s 7% (Item from DSR 2001) As provided in the Abstract as per concsern Authority
Add eletricfication items and installation (Item from DSR 2018) As provided in the Abstract as per concsern Authority
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