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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance BHASKAR NAGAR BYE LANE NO 2 GUWAHATI 21 | SOUTH SALMARA MANCACHAR | ASSAM | 783127 | L1 | Admitted-Finance | |
| 2 | L2₹2.0 Cr+₹2.9 L (1.50%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ANUPAM NIRMAN PVT. LTD. L1 | ABHIJIT PATOWARY L2 |
|---|---|---|---|---|---|
| 1.00 | 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.;
Ordinary rock | 117.3 | Cum | 400 ₹46,920 Lowest | 410 ₹48,093 |
| 2.00 | 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;
Hard rock (blasting prohibited) | 247.6 | Cum | 1,200 ₹2,97,120 | 1,100 ₹2,72,360 Lowest |
| 3.00 | 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 up to 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 | 42.1 | Cum | 300 ₹12,630 Lowest | 310 ₹13,051 |
| 4.00 | 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. | 196.62 | Cum | 260 ₹51,120.42 Lowest | 265 ₹52,103.51 |
| 5.00 | Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete. | 72 | Cum | 2,250 ₹1,62,000 Lowest | 2,260 ₹1,62,720 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level;
1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size). | 20 | cum | 6,500 ₹1,30,000 | 6,200 ₹1,24,000 Lowest |
| 7.00 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4(1 Cement : 4 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources). | 17 | sqm | 400 ₹6,800 Lowest | 405 ₹6,885 |
| 8.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).
All works upto plinth level | 51 | Cum | 8,000 ₹4,08,000 Lowest | 8,200 ₹4,18,200 |
| 9.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).
All works above plinth level upto floor V level | 212 | Cum | 11,000 ₹23,32,000 | 10,500 ₹22,26,000 Lowest |
| 10.00 | Centering & shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases of columns, etc. for mass concrete | 86 | Sqm | 350 ₹30,100 Lowest | 400 ₹34,400 |
Tender Value
₹1.8 Cr
EMD Value
₹3.7 L
Closing Date
6 Jul 2026, 2:00 pmClosed
Addl. CE, PWD(Bldg), Assam, Chandmari, Ghy-3
O/O The CE, PWD(Bldg), Assam, Chandmari, Ghy-3
Proposed G Plus 2 residential building Bhogjara Block at Basistha Kamrup M Assam
2026_PWBNH_52787_1
CE/TB-III(B)/10/2026/09 Dated 10/06/2026
Open Tender
Civil Works - Building
Item Rate
365 days
Bhogjara, Kamrup (M)
Please refer tender document
4 documents required · 4 mandatory
₹3,700
₹3.7 L
Yes
O/O The CE, PWD(Bldg), Assam, Chandmari, Ghy-3
9 Oct 2026
17 Jun 2026
6 Jul 2026
17 Jun 2026
6 Jul 2026
17 Jun 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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.;
Ordinary rock | 1 | Cum | - | - |
| 2 | 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;
Hard rock (blasting prohibited) | 1 | Cum | - | - |
| 3 | 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 up to 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 | - | Cum | - | - |
| 4 | 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. | 0.8 | Cum | - | - |
| 5 | Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete. | - | Cum | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level;
1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size). | - | cum | - | - |
| 7 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4(1 Cement : 4 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources). | - | sqm | - | - |
| 8 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).
All works upto plinth level | - | Cum | - | - |
| 9 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).
All works above plinth level upto floor V level | - | Cum | - | - |
| 10 | Centering & shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
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