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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹81.5 LAccepted-AOC | ₹81.5 L | L3 | Accepted-AOC Recommendation vide No. PMC/EE/XV-FC-22/2021-22/ 786 Dated 29-10-2025 |
| 2 | L1₹76.4 LRejected-Finance | ₹76.4 L | L1 | Rejected-Finance Recommendation vide No. PMC/EE/XV-FC-22/2021-22/ 781 Dated 29-10-2025 |
| 3 | L2₹81.0 LRejected-Finance | ₹81.0 L | L2 | Rejected-Finance Recommendation vide No. PMC/EE/XV-FC-22/2021-22/ 781 Dated 29-10-2025 |
| 4 | L3₹81.5 LRejected-AOC | ₹81.5 L | L3 | Rejected-AOC Recommendation vide No. PMC/EE/XV-FC-22/2021-22/ 786 Dated 29-10-2025 |
| 5 | L3₹81.5 LRejected-AOC | ₹81.5 L | L3 | Rejected-AOC Recommendation vide No. PMC/EE/XV-FC-22/2021-22/ 786 Dated 29-10-2025 |
| Sl No | Description | Qty | Unit | M/s O Darang Enterprise L3 | M/S K.P.ENTERPRISE L3 | Er. Kangge Dai L3 | M/s Dura Enterprise L2 | M/S M K Bosing Traders L1 | MS Merchandise Enterprise L4 | M/S M.K. CONSTRUCTION L3 | M/s PRO Enterprise L3 | M/s Tintin Enterprise L3 | M/s A.R.P Enterprise L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Jungle clearance | |||||||||||||
| 1.01 | Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposalof unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
B) In area of thorny jungle | 0.9 | Sqm | 1,19,670.85 ₹1.1 L | 1,19,869.13 ₹1.1 L | 1,32,556 ₹1.2 L | 1,32,778 ₹1.2 L | 1,25,212.4 ₹1.1 L | 1,32,508 ₹1.2 L | 1,22,380.52 ₹1.1 L | 1,19,671.78 ₹1.1 L | 1,24,840.4 ₹1.1 L | 1,24,840.4 ₹1.1 L |
| 2.00Sh:- C/o Storm water Drainage | |||||||||||||
| 2.01 | 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 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returning the stacked soil in 15cm layers,when required,in to plinth sidesof foundation etcconsolidating eachdeposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m | 176.26 | Cum | 323 ₹56,931.98 | 325 ₹57,284.50 | 413.5 ₹72,883.51 | 353.59 ₹62,323.77 | 333.44 ₹58,772.13 | 353 ₹62,219.78 | 325.91 ₹57,444.90 | 320 ₹56,403.20 | 389.43 ₹68,640.93 | 389.43 ₹68,640.93 |
| 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 centring and shuttering.
a) Foundations and plinth | 33.14 | Cum | 5,350 ₹1.8 L | 5,490 ₹1.8 L | 5,938.8 ₹2.0 L | 5,948.28 ₹2.0 L | 5,609.32 ₹1.9 L | 5,938 ₹2.0 L | 5,482.54 ₹1.8 L | 5,230 ₹1.7 L | 5,611.53 ₹1.9 L | 5,611.53 ₹1.9 L |
| 2.03 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 40.68 | Cum | 7,975 ₹3.2 L | 7,960 ₹3.2 L | 8,848.9 ₹3.6 L | 8,863.77 ₹3.6 L | 8,358.67 ₹3.4 L | 8,849 ₹3.6 L | 8,169.76 ₹3.3 L | 7,850 ₹3.2 L | 8,333.89 ₹3.4 L | 8,333.89 ₹3.4 L |
| 2.04 | Reinforced cement concrete in walls (any thickness) including attached pilasters, 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 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) | 54.23 | Cum | 8,939 ₹4.8 L | 8,990 ₹4.9 L | 9,910.2 ₹5.4 L | 9,926.85 ₹5.4 L | 9,361.17 ₹5.1 L | 9,910 ₹5.4 L | 9,149.61 ₹5.0 L | 9,000 ₹4.9 L | 9,333.43 ₹5.1 L | 9,333.43 ₹5.1 L |
| 2.05 | 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). | 40.68 | Cum | 9,494 ₹3.9 L | 9,460 ₹3.8 L | 10,535.1 ₹4.3 L | 10,552.8 ₹4.3 L | 9,951.46 ₹4.0 L | 10,535 ₹4.3 L | 9,726.55 ₹4.0 L | 9,500 ₹3.9 L | 9,921.96 ₹4.0 L | 9,921.96 ₹4.0 L |
| 2.06 | Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation | 30.13 | sqm | 430 ₹12,955.90 | 432 ₹13,016.16 | 471.8 ₹14,215.33 | 472.59 ₹14,239.14 | 445.66 ₹13,427.74 | 472 ₹14,221.36 | 435.59 ₹13,124.33 | 427 ₹12,865.51 | 444.34 ₹13,387.96 | 444.34 ₹13,387.96 |
| 2.07 | b) Walls (any thickness) | 90.39 | sqm | 620 ₹56,041.80 | 605 ₹54,685.95 | 671.5 ₹60,696.89 | 672.13 ₹60,753.83 | 633.83 ₹57,291.89 | 671 ₹60,651.69 | 619.5 ₹55,996.61 | 635 ₹57,397.65 | 631.95 ₹57,121.96 | 631.95 ₹57,121.96 |
Updated dates
Tender Value
₹98.5 L
EMD Value
₹98,500
Closing Date
23 Oct 2025, 10:00 amClosed
Executive Engineer, Pasighat Municipal Council
Executive Engineer, Pasighat Municipal Council, Pasighat, PO.PS-Pasighat District East Siang, Arunachal Pradesh, PIN-791102
Construction of Pedestrian track and storm water drainage system from Mirmir charali to Medical Charali near Riba canteen Pasighat, East Siang, Arunachal Pradesh(SH - Storm water drain, pedestrian track, Urban forestry and allied work) Phase-1
2025_PMC_2810_1
PMC/EE /XV-FC-22/2021-22/11
Open Tender
Construction
182 days
Mirmir charali to Medical Charali Riba canteen
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,000
EE PMC Pasighat
₹98,500
30 Oct 2025
14 Oct 2025
23 Oct 2025
14 Oct 2025
23 Oct 2025
14 Oct 2025
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