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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.7 LAdmitted-Finance | ₹62.7 L | L1 | Admitted-Finance |
| 2 | L2₹70.2 L+₹7.5 L (12.0%)Admitted-Finance | ₹70.2 L+₹7.5 L (12.0%) | L2 | Admitted-Finance |
| 3 | L3₹75.2 L+₹12.5 L (19.9%)Admitted-Finance H NO 06 CHOWKIDINGHEE DIBRUGARH P O C R BUILDING P S DIBRUGARH DIST DIBRUGARH PIN 786003 ASSAM | DIBRUGARH | ASSAM | 786003 | ₹75.2 L+₹12.5 L (19.9%) | L3 | Admitted-Finance |
| 4 | L4₹75.3 L+₹12.6 L (20.1%)Admitted-Finance | ₹75.3 L+₹12.6 L (20.1%) | L4 | Admitted-Finance |
| 5 | L5₹79.6 L+₹16.9 L (27.0%)Admitted-Finance | ₹79.6 L+₹16.9 L (27.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | TLCS INDIA PRIVATE LIMITED L6 | M/s J.R. Construction and Engineering L2 | M/s ATW INDIA Pvt Ltd L3 | M/s C.K. Nido Enterprises L1 | M/s Y.S Enterprise L4 | Sri Pallab Chetia L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. (i) Girth from 300 mm to 600 mm | 3 | Each | 473 ₹1,419 | 346 ₹1,038 | 100 ₹300 Lowest | 311.13 ₹933.39 | 371.59 ₹1,114.77 | 350 ₹1,050 |
| 2.00 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. (ii) Girth from 600 mm to 900 mm | 3 | Each | 750 ₹2,250 | 600 ₹1,800 | 200 ₹600 Lowest | 549.12 ₹1,647.36 | 655.84 ₹1,967.52 | 826 ₹2,478 |
| 3.00Clearing 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 disposal of 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.) (i) By Manual Means: (A) In area of light jungle | |||||||||
| 4.00 | Surface dressing of the ground, including removing vegetation and inequalities not exceeding 15 cm depth and disposal of rubbish, lead upto 50 m and lift upto 1.50 m. ab) Hard Soil | 1,510.15 | Sqm | 18.5 ₹27,937.78 | 16 ₹24,162.4 | 10 ₹15,101.5 Lowest | 14.43 ₹21,791.46 | 17.22 ₹26,004.78 | 15 ₹22,652.25 |
| 5.00 | 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. | 113.07 | Cum | 411 ₹46,471.26 | 305 ₹34,485.97 | 150 ₹16,960.31 Lowest | 274.89 ₹31,081.47 | 328.31 ₹37,121.6 | 413 ₹46,697.39 |
| 6.00 | 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. | 10.96 | Cum | 5,550 ₹60,821.06 | 4,500 ₹49,314.38 | 4,500 ₹49,314.38 | 3,947.78 ₹43,262.73 Lowest | 4,780.01 ₹52,382.93 | 5,300 ₹58,081.38 |
| 7.00 | Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) excluding the cost of centring an shuttering in. (a) Foundation and plinth | 20 | Cum | 6,350 ₹1,26,968.63 | 5,000 ₹99,975.3 | 5,500 ₹1,09,972.83 | 4,355.57 ₹87,089.88 Lowest | 5,250.04 ₹1,04,974.86 | 6,010 ₹1,20,170.31 |
| 8.00 | 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). | 16.03 | Cum | 8,350 ₹1,33,850.5 | 6,550 ₹1,04,996.5 | 8,500 ₹1,36,255 | 5,882.75 ₹94,300.48 Lowest | 7,056.02 ₹1,13,108 | 7,123 ₹1,14,181.69 |
| 9.00 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to 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 exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 30.79 | Cum | 9,950 ₹3,06,360.5 | 7,800 ₹2,40,162 | 8,500 ₹2,61,715 | 6,987.65 ₹2,15,149.74 Lowest | 8,390.65 ₹2,58,348.11 | 9,800 ₹3,01,742 |
| 10.00 | Centring and shuttering including strutting, propping etc and removal of form work for e) Column, pillars, posts and struts etc. | 492.29 | Sqm | 801 ₹3,94,324.29 | 600 ₹2,95,374 | 500 ₹2,46,145 Lowest | 543.47 ₹2,67,544.85 | 649.09 ₹3,19,540.52 | 650 ₹3,19,988.5 |
Tender Value
₹94.3 L
EMD Value
₹1.9 L
Closing Date
15 Jun 2026, 3:00 pmClosed
Group Senior Manager (E)
Siang Lower HE Project, Pasighat.
Balance Work in the Construction of Boundary Wall around NHPC Office-cum-Residential Complex and Old SSB Complex at Pasighat.
2026_NHPC_909927_1
NH/SIANGLOWER/NIT/2026/03
Open Tender
Civil Works
Item Rate
90 days
NHPC Office Complex and Old SSB Complex, Pasighat.
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
NHPC Limited
₹1.9 L
Yes
18 Aug 2026
25 May 2026
20 Jun 2026
25 May 2026
15 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. (i) Girth from 300 mm to 600 mm | - | Each | 468 | - |
| 2 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. (ii) Girth from 600 mm to 900 mm | - | Each | 826 | - |
| 3 | 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 disposal of 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.) (i) By Manual Means: (A) In area of light jungle | - | - | - | - |
| 4 | Surface dressing of the ground, including removing vegetation and inequalities not exceeding 15 cm depth and disposal of rubbish, lead upto 50 m and lift upto 1.50 m. ab) Hard Soil | - | Sqm | 21.7 | - |
| 5 | 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. | 1 | Cum | 413.5 | ₹413.5 |
| 6 | 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. | - | Cum | 5,938.3 | - |
| 7 | Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) excluding the cost of centring an shuttering in. (a) Foundation and plinth | 0.04 | Cum | 6,551.7 | ₹262 |
| 8 | 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). | - | Cum | 8,848.9 | - |
| 9 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to 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 exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 1 | Cum | 10,510.9 | ₹10,500.39 |
| 10 | Centring and shuttering including strutting, propping etc and removal of form work for e) Column, pillars, posts and struts etc. | - | Sqm | 817.5 | - |
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