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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAccepted-Finance | ₹3.1 Cr | L1 | Accepted-Finance All Ok |
| 2 | L2₹3.1 CrAccepted-Finance | ₹3.1 Cr | L2 | Accepted-Finance All Ok |
| Sl No | Description | Qty | Unit | M/s B.S.L Enterprises L1 | M/S L R ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00(SH:- CC Hard Crust) | |||||
| 1.01 | Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size 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. | 521.2 | cum | 264 ₹1.4 L | 264 ₹1.4 L |
| 1.02 | PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 208.48 | cum | 10,552 ₹22.0 L | 10,552 ₹22.0 L |
| 1.03 | 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 :
a) Foundations and plinth | 312.72 | cum | 11,340 ₹35.5 L | 11,340 ₹35.5 L |
| 1.04 | Centring and shuttering including strutting proping etc. and removal of form work for:
Foundations and plinth. | 312.62 | sqm | 481 ₹1.5 L | 481 ₹1.5 L |
| 1.05 | Filler joint
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight | 2,084.1 | mtr | 34.92 ₹72,776.77 | 34.92 ₹72,776.77 |
| 2.00(SH:- RRM Protection Wall - 2.50 mtr. Height & 70.50 m Length) | |||||
| 2.01 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (without de-watering)
I) Ordinary soil
A)Manual Means
i) upto 3 m depth | 111.04 | cum | 250.1 ₹27,771.10 | 250.1 ₹27,771.10 |
| 2.02 | PCC 1:3:6 in Foundation & Parapet (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 15.86 | cum | 10,551.5 ₹1.7 L | 10,551.5 ₹1.7 L |
| 2.03 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Random Rubble Masonry | 157.39 | cum | 8,777.7 ₹13.8 L | 8,777.7 ₹13.8 L |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
26 Mar 2026, 10:00 amClosed
EE, Bomdila Division, PWD, AP, Bomdila
Executive Engineer, PWD, Bomdila Division, Bomdila, West Kameng, AP.
Upgradation of Helipad at New Bomdila, West Kameng District, AP.
2026_PWDAP_3242_1
BDL/TNA-41/BSD-25/2025-26/39
Open Tender
Civil Works
Bomdila
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,500
EE PWD Bomdila
₹3.1 L
26 Mar 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1(SH:- CC Hard Crust) | ||||||
| 1.01 | Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size 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. | - | cum | - | - | 2 |
| 1.02 | PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 1 | cum | - | - | 3 |
| 1.03 | 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 :
a) Foundations and plinth | - | cum | - | - | 4 |
| 1.04 | Centring and shuttering including strutting proping etc. and removal of form work for:
Foundations and plinth. | - | sqm | - | - | 5 |
| 1.05 | Filler joint
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight | 1 | mtr | - | - | 6 |
| 2(SH:- RRM Protection Wall - 2.50 mtr. Height & 70.50 m Length) | ||||||
| 2.01 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (without de-watering)
I) Ordinary soil
A)Manual Means
i) upto 3 m depth | - | cum | - | - | 8 |
| 2.02 | PCC 1:3:6 in Foundation & Parapet (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 1 | cum | - | - | 9 |
| 2.03 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Random Rubble Masonry | 1 | cum | - | - | 10 |
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