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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.2 LAdmitted-Finance | ₹60.2 L | L1 | Admitted-Finance |
| 2 | L2₹60.3 LAdmitted-Finance | ₹60.3 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/s Taba Simon L2 | M/s L.M Enterprise L1 |
|---|---|---|---|---|---|
| 1.00(1) C/o CC Footpath including steel railing | |||||
| 1.01 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | 251.71 | Cum | 1,750 ₹4.4 L | 1,750 ₹4.4 L |
| 1.02 | Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 265.94 | Cum | 2,000 ₹5.3 L | 2,000 ₹5.3 L |
| 1.03 | Cement Concrete Pavement
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation ncluding provision of contraction, expansion, onstruction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. | 1.13 | Cum | 10,472 ₹11,833.36 | 10,472 ₹11,833.36 |
| 1.04 | Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. | 23.93 | Qtl | 11,319 ₹2.7 L | 11,319 ₹2.7 L |
| 1.05(1.1)SSH: Maintenance of public toilet. | |||||
| 1.06 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cement : 3 fine sand ) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1 .5 coarse sand :3 stone aggregate 20 mm nominal size) | 2.97 | Cum | 10,535.1 ₹31,247.11 | 10,535.1 ₹31,247.11 |
| 1.07Centring and shuttering including strutting proping etc. and removal of form work for: | |||||
| 1.08 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height) | 27.7 | Sqm | 1,036.1 ₹28,695.83 | 1,036.1 ₹28,695.83 |
| 1.09Reinforcement of RCC work including bending, binding and placing in position complete. | |||||
Tender Value
₹85.7 L
EMD Value
₹85,680
Closing Date
4 May 2026, 11:00 amClosed
EE,ID, IMC
EE,ID, IMC
i. Development of infra-structures, roads, bridges, culverts, parks, including market sheds, acquiring of land field sites, storm water drainage works, retrofitting works on existing assets, procurement of sanitation vehicles, community assets etc un
2026_IMCAP_3417_1
IMC/EE/XV-FC/ISD-I/NIT-03
Open Tender
Civil Works
Itanagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
Payable To Executive Engineer Pt-1
₹85,680
Yes
O/O EE (ID)
13 May 2026
29 Apr 2026
4 May 2026
29 Apr 2026
4 May 2026
29 Apr 2026
29 Apr 2026 - 3 May 2026
3 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1(1) C/o CC Footpath including steel railing | ||||||
| 1.01 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | - | Cum | - | - | 2 |
| 1.02 | Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 1 | Cum | - | - | 3 |
| 1.03 | Cement Concrete Pavement
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation ncluding provision of contraction, expansion, onstruction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. | 1 | Cum | - | - | 4 |
| 1.04 | Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. | 1 | Qtl | - | - | 5 |
| 1.05 | (1.1)SSH: Maintenance of public toilet. | - | - | - | - | 6 |
| 1.06 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cement : 3 fine sand ) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1 .5 coarse sand :3 stone aggregate 20 mm nominal size) | - | Cum | - | - | 7 |
| 1.07 | Centring and shuttering including strutting proping etc. and removal of form work for: | - | - | - | - | 8 |
| 1.08 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height) | - | Sqm | - | - | 9 |
| 1.09 | Reinforcement of RCC work including bending, binding and placing in position complete. | - | - | - | - | 10 |
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