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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.3 LAccepted-Finance | ₹42.3 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹42.3 L+₹906.60 (0.02%)Accepted-Finance | ₹42.3 L+₹906.60 (0.02%) | L2 | Accepted-Finance Second Lowest |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Contractor enlistment validation expired |
| Sl No | Description | Qty | Unit | M/S K.B ASSOCIATES L1 | M/s T.N Enterprise L2 |
|---|---|---|---|---|---|
| 1.01 | I.Name of Work :C/o. Retaining wall at Baptist Church , Rakap colony , ward No.18, Naharlagun SH: RCC Retaining wall Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. | 173.28 | Cum | 208.79 ₹36,179.13 Lowest | 208.79 ₹36,179.13 Lowest |
| 2.01 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
a) Foundations and plinth | 6.5 | Cum | 6,722.04 ₹43,693.26 Lowest | 6,722.04 ₹43,693.26 Lowest |
| 3.01 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsg, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications b) Tar/TMT steel | 2,155.16 | kg | 111.73 ₹2,40,796.03 Lowest | 111.73 ₹2,40,796.03 Lowest |
| 4.01 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces withcement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) | 39.78 | Cum | 10,167.87 ₹4,04,477.87 Lowest | 10,167.87 ₹4,04,477.87 Lowest |
| 5.01 | Centring and shuttering including strutting, propping etc and removal of formwork for : a) Foundation, footings, bases of columns etc. and mass concrete. | 21.59 | sqm | 484.07 ₹10,451.07 Lowest | 484.07 ₹10,451.07 Lowest |
| 6.01 | b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. | 201.02 | sqm | 688.45 ₹1,38,392.22 Lowest | 688.45 ₹1,38,392.22 Lowest |
| 7.01 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications | 20 | Nos | 248.29 ₹4,965.8 Lowest | 248.29 ₹4,965.8 Lowest |
| 8.01 | Back filling behind abutment, wing wall and return wall complete as per
drawing and Technical specification A) Granular Material | 54.15 | Cum | 1,959.66 ₹1,06,115.59 Lowest | 1,959.66 ₹1,06,115.59 Lowest |
| 9.01 | II.Name of Work:C/o.Retaining wall at Residence of Shri Tark Dotang, lower Rakap Colony, ward No.18 , Naharlagun.SH:RCC Retaining wall Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. | 441.7 | Cum | 208.99 ₹92,310.88 Lowest | 208.99 ₹92,310.88 Lowest |
| 10.01 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
a) Foundations and plinth | 16.56 | Cum | 6,728.6 ₹1,11,425.62 Lowest | 6,728.6 ₹1,11,425.62 Lowest |
Tender Value
₹42.4 L
EMD Value
₹42,350
Closing Date
24 Sept 2025, 3:00 pmClosed
Executive Engineer (Pt-II), IMC
O/O EE Part-II, IMC
1.Co Retaining wall at Baptish church, Rakap colony, Ward No. 18 , Naharlagun, 2.Co Retaining wall at Residence of Shri. Tark Dotang, Lower Rakap colony, Ward No. 18, Naharlagun. 3.Repairing and Rennovation of existing CC Footpath and Drainage sys
2025_IMCAP_2773_1
IMC/EEPtII/XVFC/NIT3/2025-26/7
Open Tender
Civil Works
Item Rate
Naharlagun
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
Payable To EE Part-II, IMC
₹42,350
29 Sept 2025
17 Sept 2025
25 Sept 2025
18 Sept 2025
24 Sept 2025
18 Sept 2025
Amount
Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsg, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications b) Tar/TMT steel
Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces withcement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
Centring and shuttering including strutting, propping etc and removal of formwork for : a) Foundation, footings, bases of columns etc. and mass concrete.
b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular Material
Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsg, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications b) Tar/TMT steel
Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces withcement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
Centring and shuttering including strutting, propping etc and removal of formwork for : a) Foundation, footings, bases of columns etc. and mass concrete.
b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular Material
Extra for every additional lift of 1.50 m or part thereof for earth work in all soils including shingles, small size boulders upto 30 cm size but excluding saturated soil and rock. 1.50 to 3.00 m (1st lift)
Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/TMT steel
Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces withcement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
Centring and shuttering including strutting, propping etc and removal of formwork for : a) Foundation, footings, bases of columns etc. and mass concrete.
b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.
Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular Material
(SH - :- CC Drainage ) Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m.
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
Centring and shuttering including strutting, propping etc and removal of form work for : (b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
Neat cement punning.
Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsg, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications b) Tar/TMT steel
Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces withcement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
Centring and shuttering including strutting, propping etc and removal of formwork for : a) Foundation, footings, bases of columns etc. and mass concrete.
b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular Material
M/s T.N Enterprise (BID ID -8061)
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