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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.6 LAccepted-AOC | L1 | Accepted-AOC Lowest Bid | |
| 2 | L2₹58.0 L+₹4.4 L (8.27%)Rejected-Finance | L2 | Rejected-Finance Highest Bid | |
| 3 | L3₹61.1 L+₹7.5 L (14.0%)Rejected-Finance | L3 | Rejected-Finance Highest Bid | |
| 4 | L4₹63.3 L+₹9.8 L (18.2%)Rejected-Finance | L4 | Rejected-Finance Highest Bid | |
| 5 | L5₹67.1 L+₹13.5 L (25.2%)Rejected-Finance | L5 | Rejected-Finance Highest Bid |
| Sl No | Description | Qty | Unit | M/s Jurmey Tenzin L2 | M/s T.S Kham Enterprises L5 | M/s Apowo Enterprises L4 | M/S MITEM ENTERPRISE L1 | Kabang Apang L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Track Cutting | ||||||||
| 1.01 | Exacavation in hill area in soil by Manual Means (Dispositing of excavated earth with all lifts and lead upto 1000 m Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres. | 1,051.59 | cum | 275.82 ₹2,90,049.55 | 332.4 ₹3,49,548.52 | 286.01 ₹3,00,765.26 | 241.97 ₹2,54,453.23 Lowest | 275.7 ₹2,89,923.36 |
| 1.02 | Exacavation in hill area in Ordinary Rock by Manucal Means not requiring Blasting (Dispositing of cut material with all lift and lead upto 1000 m Excavation in hilly area in ordinary rock not requiring blasting by manual means including cutting and trimming of side slopes and disposal of cut material with all lift and lead upto 1000 metres | 3,950.09 | cum | 321.88 ₹12,71,454.97 Lowest | 488.8 ₹19,30,803.99 | 423.54 ₹16,73,021.12 | 358.33 ₹14,15,435.75 | 408.3 ₹16,12,821.75 |
| 2.00Rest House | ||||||||
| 2.01 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, 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 excavated soil as directed within a lead of 50m. | 14.58 | cum | 354.96 ₹5,175.32 | 539 ₹7,858.62 | 376.26 ₹5,485.87 | 318.35 ₹4,641.54 Lowest | 362.8 ₹5,289.62 |
| 2.02 | 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 centering and shuttering. | 1.15 | Cum | 5,597.4 ₹6,437.01 Lowest | 7,740.2 ₹8,901.23 | 12,393.89 ₹14,252.97 | 10,485.65 ₹12,058.5 | 11,950.5 ₹13,743.08 |
| 2.03 | Reinforcement of RCC work including bending, binding and placing in position complete.
b) Mild steel | 1,880.48 | Kg. | 1,504.99 ₹28,30,103.6 | 141.9 ₹2,66,840.11 | 81.57 ₹1,53,390.75 | 69.01 ₹1,29,771.92 Lowest | 78.6 ₹1,47,805.73 |
| 2.04 | Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete. | 11.52 | Sqm | 904.76 ₹10,422.84 | 615 ₹7,084.8 | 358.85 ₹4,133.95 | 303.6 ₹3,497.47 Lowest | 346 ₹3,985.92 |
| 2.05 | b) Column, pillars, posts and struts etc. | 27 | Sqm | 637.04 ₹17,200.08 | 1,065.6 ₹28,771.2 | 637.96 ₹17,224.92 | 539.74 ₹14,572.98 Lowest | 615 ₹16,605 |
| 2.06 | c) in beam | 45.3 | Sqm | 184.82 ₹8,372.35 Lowest | 812.3 ₹36,797.19 | 474.06 ₹21,474.92 | 401.07 ₹18,168.47 | 457 ₹20,702.1 |
Tender Value
₹98.5 L
EMD Value
₹98,500
Closing Date
7 Sept 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer, Yingkiong Division, PWD
Office of the Executive Engineer, Yingkiong Division, PWD
Development of Adventure Tourism at Norbuling Gelling HQ
2026_PWDAP_3656_1
YA/NIT/VVP/2026-27/04
Open Tender
Civil Works
Item Rate
183 days
Norbuling
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
EE PWD Yingkiong Division
₹98,500
Yes
7 Nov 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
7 Sept 2026
31 Aug 2026
31 Aug 2026 - 4 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Track Cutting | |||||
| 1.01 | Exacavation in hill area in soil by Manual Means (Dispositing of excavated earth with all lifts and lead upto 1000 m Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres. | 1,051.59 | cum | 1.25 | ₹1,314.49 |
| 1.02 | Exacavation in hill area in Ordinary Rock by Manucal Means not requiring Blasting (Dispositing of cut material with all lift and lead upto 1000 m Excavation in hilly area in ordinary rock not requiring blasting by manual means including cutting and trimming of side slopes and disposal of cut material with all lift and lead upto 1000 metres | 3,950.09 | cum | - | - |
| 2Rest House | |||||
| 2.01 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, 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 excavated soil as directed within a lead of 50m. | - | cum | 10 | - |
| 2.02 | 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 centering and shuttering. | - | Cum | 22 | - |
| 2.03 | Reinforcement of RCC work including bending, binding and placing in position complete.
b) Mild steel | - | Kg. | 10 | - |
| 2.04 | Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete. | - | Sqm | 22 | - |
| 2.05 | b) Column, pillars, posts and struts etc. | - | Sqm | 10 | - |
| 2.06 | c) in beam | - | Sqm | 22 | - |
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