Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAccepted-Finance | ₹3.8 Cr | L1 | Accepted-Finance Responsive |
| 2 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | M/s Anjoy Ama L1 |
|---|---|---|---|---|
| 1.00SH : I : EARTH WORK. | ||||
| 2.00 | Surface dressing of the ground including removing vegitation and in equalities not exceeding 15 cm depth and disposal of rubbies lead upto 50m and lift upto 1.50m. | 900 | Sqm | 23.7 ₹21,330 Lowest |
| 3.00 | Earth work in excavation in foundation and trenches etc. 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), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. | 224.14 | Cum | 450.7 ₹1,01,019.9 Lowest |
| 4.00 | Providing and injecting chemical emulsion for pre-construction antitermite treatment and errecting chemical borrier under floor and all round the columns, pillars, walls, trenches, bank not excavation top surface of plinth junction of wall and floor among the external perimetre of building expansion joints, surrounding of pipe and conducts etc. complete. | 298.5 | Sqm | 1,362.6 ₹4,06,736.1 Lowest |
| 5.00 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. | 192.65 | cum | 204.3 ₹39,358.4 Lowest |
| 6.00 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. | 66.69 | Sqm | 1,099.3 ₹73,312.32 Lowest |
| 7.00 | SH :- II : CEMENT CONCRETE WORK.:-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. | 10.07 | cum | 6,473 ₹65,183.11 Lowest |
| 8.00 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
a) Foundations and plinth | 50.02 | cum | 8,428.8 ₹4,21,608.58 Lowest |
| 9.00 | Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size). | 37.49 | Sqm | 389 ₹14,583.61 Lowest |
| 10.00 | Applying a coat of hot bitumen (mashphalte 80/100 or equivalent) using 1.70 Kg per Sq.m. on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 37.49 | Sqm | 287.2 ₹10,767.13 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.8 L
Closing Date
13 Aug 2026, 10:00 amClosed
Executive Engineer
Office Chamber of Executive Engineer, Eastern Division, (PHQ) APH WCL Itanagar
Establishment of New Fire Station at Hayuliang
2026_APP_3013_3
APH/EC/EE/EZ/E-NIT/2025-26/27
Open Tender
Civil Works - Building
Item Rate
Hayuliang
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
Payable To Executive Engineer
₹3.8 L
APH WCL, PHQ
14 Sept 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SH : I : EARTH WORK. | - | - | - | - |
| 2 | Surface dressing of the ground including removing vegitation and in equalities not exceeding 15 cm depth and disposal of rubbies lead upto 50m and lift upto 1.50m. | 900 | Sqm | 100 | ₹90,000 |
| 3 | Earth work in excavation in foundation and trenches etc. 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), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. | 224.14 | Cum | 100 | ₹22,414 |
| 4 | Providing and injecting chemical emulsion for pre-construction antitermite treatment and errecting chemical borrier under floor and all round the columns, pillars, walls, trenches, bank not excavation top surface of plinth junction of wall and floor among the external perimetre of building expansion joints, surrounding of pipe and conducts etc. complete. | 298.5 | Sqm | 10 | ₹2,985 |
| 5 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. | 192.65 | cum | 10 | ₹1,926.5 |
| 6 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. | 66.69 | Sqm | 10 | ₹666.9 |
| 7 | SH :- II : CEMENT CONCRETE WORK.:-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. | 10.07 | cum | 10 | ₹100.7 |
| 8 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
a) Foundations and plinth | 50.02 | cum | 10 | ₹500.2 |
| 9 | Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size). | 37.49 | Sqm | 10 | ₹374.9 |
| 10 | Applying a coat of hot bitumen (mashphalte 80/100 or equivalent) using 1.70 Kg per Sq.m. on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 37.49 | Sqm | 10 | ₹374.9 |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.67 MB
Fs_Hayuliang_SBD.pdf
Tender Documents • 10.33 MB
BOQ_3843.xls
BOQ • 0.35 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .