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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92.5 LAccepted-Finance | ₹92.5 L | L1 | Accepted-Finance Lowest bidder |
| 2 | L2₹92.6 L+₹2,716.80 (0.03%)Accepted-Finance | ₹92.6 L+₹2,716.80 (0.03%) | L2 | Accepted-Finance Second lowest |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | P.T.T ENTERPRISE L1 | M/s KIM Infra L2 |
|---|---|---|---|---|---|
| 2.00SH:- Painting | |||||
| 3.00 | White washing with whiting on new work (Three or more coats) to give even shade | 3,383.1 | Sgm | 18.2 ₹61,572.42 Lowest | 18.2 ₹61,572.42 Lowest |
| 4.00 | Artist for Beautification and Wall Painting Charges | 12,912 | Sqft | 20 ₹2,58,240 Lowest | 20 ₹2,58,240 Lowest |
| 5.00 | Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. | 2,423.1 | Sqm | 115 ₹2,78,656.5 Lowest | 115 ₹2,78,656.5 Lowest |
| 6.00 | SH:-DRAIN 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. | 177.39 | Cum | 415 ₹73,616.85 Lowest | 415 ₹73,616.85 Lowest |
| 7.00 | 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 | 266.08 | Cum | 7,200 ₹19,15,812 Lowest | 7,200 ₹19,15,812 Lowest |
| 8.00 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel | 1,955.27 | Kg | 125 ₹2,44,408.88 Lowest | 125 ₹2,44,408.88 Lowest |
| 9.00 | Centring and shuttering including strutting, propping etc and removal of formwork for : a) Foundation, footings, bases of columns etc. and mass concrete and cover slab. | 65.04 | Sqm | 450 ₹29,269.35 Lowest | 450 ₹29,269.35 Lowest |
| 10.00 | b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. | 355.25 | Cum | 650 ₹2,30,909.25 Lowest | 650 ₹2,30,909.25 Lowest |
| 11.00 | 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 with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm togive 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) | 68 | job | 9,150 ₹6,22,200 Lowest | 9,150 ₹6,22,200 Lowest |
Tender Value
₹92.6 L
EMD Value
₹92,568
Closing Date
17 Sept 2025, 10:00 amClosed
Executive Engineer (Pt-I), IMC
O/O EE Part-I, IMC
1.Beautification and wall painting works Disseminating awareness on Drug Abuse, Sanitation, wildlife protection etc. at under pass, Bank Tinali, Itanagar.2 .Improvement of drainage system under ward no. 09. Itanagar. 3.Co RCC drain at Khime P
2025_IMCAP_2719_1
IMC/EEPt-I/XVFC/NIT03/2025-26
Open Tender
Civil Works
Item Rate
Itanagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
Payable To
₹92,568
19 Sept 2025
11 Sept 2025
17 Sept 2025
11 Sept 2025
17 Sept 2025
11 Sept 2025
11 Sept 2025 - 17 Sept 2025
Amount
SH:- Painting
White washing with whiting on new work (Three or more coats) to give even shade
Artist for Beautification and Wall Painting Charges
Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.
SH:-DRAIN 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 : 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
Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel
Centring and shuttering including strutting, propping etc and removal of formwork for : a) Foundation, footings, bases of columns etc. and mass concrete and cover slab.
b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.
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 with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm togive 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)
Add Carriage of Material
SH:-DRAIN 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 : 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
Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT stee
Centring and shuttering including strutting, propping etc and removal of formwork for : a) Foundation, footings, bases of columns etc. and mass concrete and cover slab.
b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.
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 with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm togive 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)
Add Carriage of Material
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.
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 specificationsb) 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
Add Carriage Cost
SH:-BORE WELL Ground water exploration (Drilling by DTH-200 Rig mechine with ODEX option bore-well size 5" (127 mm) and complete assembling with ERW casing pipe of size 128 mm ID and 142 OD and other required lubricants, accessories in the depth of approximately 100 mtr.
Provision for Jacket filter and other accessories (a) Jacket filter 80 mm dia and 3.00 mtr length each
(b) Packer assembly
(c) GI reducer 80 x 50 mm
(d) GI Socket 80 mm
(e) GI Nipple 50 mm dia
(f) End plug
Supplying and fitting 2 Horse power 1 pnase submersible pump made in cromption greaves discharge up to total head of 150 m with compartible to 40-50 mmdiameter pipe.
Supply of panel board with high quality
Supply of submersible cable 4 sqm copper
Supply of safety wire
Supply of starter
Supply of GI pipe 40 mm x 3 mtr length filter with socket
Provision for 5" bore-well size capacity clamp (2 Nos ) with nut & bolt
Sh:-RING WELL Earth work in excavation in soil containing 50 % or more of single or small size boulders up to 30 cm, size including in 20 cm, layers and breaking clods, ramming and dressing up for the purpose of making embankments of filling up ground depression lead up to 50 mtrs and left upto 1.50 mtrs.
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
Providing and fixing of RRC Ring in step wise below the level of water strate etc and above the platform hight of the Ring well .
Cement mortar 1 : 3 (1 cement : 3 fine sand)
Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). a) 15 mm nominal bore
Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).a) 15 mm nominal bore
SH:-BORE WELL Ground water exploration (Drilling by DTH-200 Rig mechine with ODEX option bore-well size 5" (127 mm) and complete assembling with ERW casing pipe of size 128 mm ID and 142 OD and other required lubricants, accessories in the depth of approximately 100 mtr.
Provision for Jacket filter and other accessories (a) Jacket filter 80 mm dia and 3.00 mtr length each
(b) Packer assembly
(c) GI reducer 80 x 50 mm
(d) GI Socket 80 mm
(e) GI Nipple 50 mm dia
(f) End plug
Supplying and fitting 2 Horse power 1 pnase submersible pump made in cromption greaves discharge up to total head of 150 m with compartible to 40-50 mmdiameter pipe.
Supply of panel board with high quality
Supply of submersible cable 4 sqm copper
Supply of safety wire
Supply of starter
Supply of GI pipe 40 mm x 3 mtr length filter with socket
Provision for 5" bore-well size capacity clamp (2 Nos ) with nut & bolt
Sh:-RING WELL Earth work in excavation in soil containing 50 % or more of single or small size boulders up to 30 cm, size including in 20 cm, layers and breaking clods, ramming and dressing up for the purpose of making embankments of filling up ground depression lead up to 50 mtrs and left upto 1.50 mtrs.
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
Providing and fixing of RRC Ring in step wise below the level of water strate etc and above the platform hight of the Ring well .
Cement mortar 1 : 3 (1 cement : 3 fine sand)
Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). a) 15 mm nominal bore
Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).a) 15 mm nominal bore
Sh:-RING WELL Earth work in excavation in soil containing 50 % or more of single or small size boulders up to 30 cm, size including in 20 cm, layers and breaking clods, ramming and dressing up for the purpose of making embankments of filling up ground depression lead up to 50 mtrs and left upto 1.50 mtrs.
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
Providing and fixing of RRC Ring in step wise below the level of water strate etc and above the platform hight of the Ring well .
Cement mortar 1 : 3 (1 cement : 3 fine sand)
Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). a) 15 mm nominal bore
Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). a) 15 mm nominal bore
M/s KIM Infra (BID ID -7931)
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