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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 CrAccepted-AOC BARNALI TOWER MIRZA KAMRUP ASSAM PIN 781125 | KAMRUP | ASSAM | 781125 | ₹11.3 Cr Quoted ₹11.4 Cr | L1 | Accepted-AOC Work Order Issued |
| 2 | L2₹11.5 Cr+₹8.7 L (0.76%)Rejected-AOC 14 BILASIPARA P O P S BILASIPARA DIST DHUBRI ASSAM PIN 783348 | DHUBRI | ASSAM | 783348 | ₹11.5 Cr+₹8.7 L (0.76%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical AT ROAD KUSHAL NAGAR MORANHAT DIBRUGARH ASSAM | DIBRUGARH | ASSAM | 780612 | - | - | Rejected-Technical Technically Non-Responsive |
Tender Value
₹11.0 Cr
EMD Value
₹22.0 L
Closing Date
6 Nov 2023, 4:00 pmClosed
CE PWD(Bldg), Assam, Chandmari, Ghy-3
O/O The CE PWD(Bldg), Assam, Chandmari, Ghy-3
Construction of Mini Sports Stadium at Bongshar, Kamrup
2023_PWBNH_33101_1
T/TB-1/33/2023/21 Dated 30 /09/ 2023
Open Tender
Civil Works - Building
Item Rate
545 days
Bongshar
Please refer Tender documents.
5 documents required · 5 mandatory
₹20,000
₹22.0 L
Yes
6 Feb 2024
16 Oct 2023
8 Nov 2023
16 Oct 2023
6 Nov 2023
26 Oct 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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.
All kinds of soil | 2,171.7 | cum | - | - |
| 2 | 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. | 1.3 | cum | - | - |
| 3 | 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. | 25,797 | cum | - | - |
| 4 | 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.
All kinds of soil | 292 | cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 356.02 | cum | - | - |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
All works upto plinth level
Concrete of M25 grade with minimum cementcontent of 330 kg /cum | 435.21 | cum | - | - |
| 7 | All works above plinth level upto floor V level.
Concrete of M25 grade with minimum cement content of 330 kg /cum | 825.84 | cum | - | - |
| 8 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 204.05 | sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns, etc. for mass concrete | 1,175.85 | sqm | - | - |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts ( including circular columns) | 1,249.11 | sqm | - | - |
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