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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.3 LAccepted-AOC | ₹22.3 L | L1 | Accepted-AOC Awarded |
| 2 | L1₹22.3 LRejected-Finance PUB BALIGAON GOGAMUKH DHEMAJI ASSAM | DHEMAJI | DHEMAJI | ASSAM | ₹22.3 L | L1 | Rejected-Finance Not Awarded |
| 3 | Rejected-Technical | - | - | Rejected-Technical As per Comperative Statement (Technical Bid) is Non -Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical As per Comperative Statement (Technical Bid) is Non Responsive |
| Sl No | Description | Qty | Unit | BIKRAM RAJ WARY L1 | DERHASAR BORO L1 |
|---|---|---|---|---|---|
| 1.00Civil works | |||||
| 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. | 4.58 | cum | 269.98 ₹1,236.51 Lowest | 269.98 ₹1,236.51 Lowest |
| 3.00 | 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 | 79.5 | Sqm | 573 ₹45,553.5 Lowest | 573 ₹45,553.5 Lowest |
| 4.00 | 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.3 Cold twisted bars | 749.4 | Kg | 84 ₹62,949.6 Lowest | 84 ₹62,949.6 Lowest |
| 5.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 90 | Sqm | 574 ₹51,660 Lowest | 574 ₹51,660 Lowest |
| 6.00 | 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 stone aggregate 20 mm nominal size de rived from natural sources) | 13.5 | Sqm | 7,897 ₹1,06,609.5 Lowest | 7,897 ₹1,06,609.5 Lowest |
| 7.00 | 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.
10.16.2 Hot finished seamless type tubes | 6,069.68 | Kg | 160 ₹9,71,148.8 Lowest | 160 ₹9,71,148.8 Lowest |
| 8.00 | 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).
12.65.4 0.56mm Aluminium color 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. | 293.55 | Sqm | 1,296 ₹3,80,440.8 Lowest | 1,296 ₹3,80,440.8 Lowest |
| 9.00 | 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 :
12.66.1 Precoated/mill finish aluminium Ridges plain (500- 600mm) | 75 | Rm | 915 ₹68,625 Lowest | 915 ₹68,625 Lowest |
| 10.00 | 12.66.4 Precoated/mill finish aluminium Barge board
(Upto 200 mm) | 154.5 | Rm | 706 ₹1,09,077 Lowest | 706 ₹1,09,077 Lowest |
Tender Value
₹24.7 L
EMD Value
₹49,454
Closing Date
5 Aug 2025, 3:00 pmClosed
Managing Director
Office of the Managing Director, APTDC Ltd., Ganeshguri, Guwahati
Administrative Approval for an amount of Rs. 24,72,692.00 inly for Construction of covered passage at Dhemaji Engineering College, Dhemaji under SOPD-ODS during the year 2023-24
2025_WPTBC_45464_1
PTDC/Engg/2024-25/378
Open Tender
Civil Works
Item Rate
270 days
Dhemaji Engineering College
Please refer tender document
3 documents required · 3 mandatory
₹500
₹49,454
Yes
14 Oct 2025
22 Jul 2025
5 Aug 2025
22 Jul 2025
5 Aug 2025
22 Jul 2025
Amount
Civil works
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.
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
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.3 Cold twisted bars
5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
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 stone aggregate 20 mm nominal size de rived from natural sources)
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. 10.16.2 Hot finished seamless type tubes
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). 12.65.4 0.56mm Aluminium color 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.
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 : 12.66.1 Precoated/mill finish aluminium Ridges plain (500- 600mm)
12.66.4 Precoated/mill finish aluminium Barge board (Upto 200 mm)
6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : 6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand)
13.2 15 mm cement plaster: 13.2.1 1:4 (1 cement : 4 fine sand)
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)
11.20 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 11.20.1 Light shade pigment using white cement
13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
DERHASAR BORO (BID ID -274756)
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