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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC HENGRABARI ROAD GUWAHATI ASSAM | GUWAHATI | ASSAM | ₹3.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹4.0 Cr+₹11.0 L (2.81%)Rejected-AOC | ₹4.0 Cr+₹11.0 L (2.81%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M/S J.K ENTERPRISE L1 | M.H. CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | 1. PICNIC SPOTS DEVELOPMENT (50 Nos)
2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sq.m. on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto1.5m, as directed by Engineer-in-charge.
2.6.1 All kinds of soil. | 700 | cum | 205.45 ₹1,43,815 Lowest | 205.45 ₹1,43,815 Lowest |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | 450 | cum | 253.95 ₹1,14,277.5 Lowest | 253.95 ₹1,14,277.5 Lowest |
| 3.00 | 4.1.5 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20mm nominal size). | 50 | cum | 6,833.4 ₹3,41,670 Lowest | 6,833.4 ₹3,41,670 Lowest |
| 4.00 | 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 50 | cum | 6,326.05 ₹3,16,302.5 Lowest | 6,326.05 ₹3,16,302.5 Lowest |
| 5.00 | 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
4.2.8 1:5:10 (1 cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size). | 50 | cum | 8,047.55 ₹4,02,377.5 Lowest | 8,047.55 ₹4,02,377.5 Lowest |
| 6.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for:
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 1,250 | sqm | 307.95 ₹3,84,937.5 Lowest | 307.95 ₹3,84,937.5 Lowest |
| 7.00 | 7.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | 1,998.5 | cum | 6,653.45 ₹1,32,96,919.83 Lowest | 6,653.45 ₹1,32,96,919.83 Lowest |
| 8.00 | 2. MARKET CUM FOOD COURT
2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sq.m. on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto1.5m, as directed by Engineer-in-charge.
2.6.1 All kinds of soil. | 233 | cum | 205.45 ₹47,869.85 Lowest | 205.45 ₹47,869.85 Lowest |
| 9.00 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | 77 | cum | 253.95 ₹19,554.15 Lowest | 253.95 ₹19,554.15 Lowest |
| 10.00 | 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 86 | cum | 2,161.2 ₹1,85,863.2 Lowest | 2,161.2 ₹1,85,863.2 Lowest |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
6 Mar 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Development of Bhairabkunda Picnic Spot with Eco Tourism Facility, at Bhairabkunda, Dist. Udalguri, BTAD. TN_111_47
2026_BTC_51373_1
No.ACE-133/PWD/G.79/2025-26/71
Open Tender
Civil Works - Building
Item Rate
365 days
Kokrajhar
Refer to SBD
4 documents required · 4 mandatory
₹8,000
₹7.8 L
Yes
28 Jul 2026
20 Feb 2026
6 Mar 2026
20 Feb 2026
6 Mar 2026
20 Feb 2026
20 Feb 2026 - 6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1. PICNIC SPOTS DEVELOPMENT (50 Nos)
2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sq.m. on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto1.5m, as directed by Engineer-in-charge.
2.6.1 All kinds of soil. | - | cum | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | - | cum | - | - |
| 3 | 4.1.5 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20mm nominal size). | - | cum | - | - |
| 4 | 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | - | cum | - | - |
| 5 | 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
4.2.8 1:5:10 (1 cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size). | - | cum | - | - |
| 6 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for:
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | - | - |
| 7 | 7.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 8 | 2. MARKET CUM FOOD COURT
2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sq.m. on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto1.5m, as directed by Engineer-in-charge.
2.6.1 All kinds of soil. | - | cum | - | - |
| 9 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | - | cum | - | - |
| 10 | 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | cum | - | - |
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