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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAccepted-AOC HENGRABARI ROAD GUWAHATI ASSAM | GUWAHATI | ASSAM | ₹4.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹4.5 Cr+₹13.3 L (3.00%)Rejected-AOC | ₹4.5 Cr+₹13.3 L (3.00%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M/S J.K ENTERPRISE L1 | M.H. CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | CIVIL WORK OF ACADEMIC BUILDING
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. | 1,211.22 | cum | 218.45 ₹2,64,597.05 Lowest | 218.45 ₹2,64,597.05 Lowest |
| 2.00 | 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. | 950 | cum | 270.03 ₹2,56,523.78 Lowest | 270.03 ₹2,56,523.78 Lowest |
| 3.00 | 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 607.53 | cum | 2,298 ₹13,96,106.35 Lowest | 3,038.71 ₹18,46,106.27 |
| 4.00 | 2.34 Supplying chemical emulsion in sealed containers including delivery as specified.
2.34.1 Chlorpyriphos / Lindane emulsifiable concentrate of 20% | 154 | Litre | 213.62 ₹32,897.01 Lowest | 213.62 ₹32,897.01 Lowest |
| 5.00 | 2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 350 | sqm | 272.36 ₹95,327.5 Lowest | 272.36 ₹95,327.5 Lowest |
| 6.00 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20mm nominal size). | 54 | cum | 7,265.95 ₹3,92,361.53 Lowest | 7,265.95 ₹3,92,361.53 Lowest |
| 7.00 | 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 26 | cum | 6,726.49 ₹1,74,888.71 Lowest | 6,726.49 ₹1,74,888.71 Lowest |
| 8.00 | 1:5:10 (1 cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size). | 4.2 | cum | 8,556.96 ₹35,939.23 Lowest | 8,556.96 ₹35,939.23 Lowest |
| 9.00 | 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | 39 | sqm | 480.88 ₹18,754.22 Lowest | 480.88 ₹18,754.22 Lowest |
| 10.00 | 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 | 310 | sqm | 327.44 ₹1,01,507.4 Lowest | 327.44 ₹1,01,507.4 Lowest |
Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
6 Mar 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Renovation and Development of Kalaguru Bishnu Rabha Degree College, Orang, Dist. Udalguri, BTAD, under SOPD (79), Bodoland Welfare Department 2025-26. TN_111_48
2026_BTC_51374_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
₹9,000
₹8.8 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 | CIVIL WORK OF ACADEMIC BUILDING
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 | 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 | - | - |
| 3 | 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 1 | cum | - | - |
| 4 | 2.34 Supplying chemical emulsion in sealed containers including delivery as specified.
2.34.1 Chlorpyriphos / Lindane emulsifiable concentrate of 20% | - | Litre | - | - |
| 5 | 2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | - | sqm | - | - |
| 6 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20mm nominal size). | - | cum | - | - |
| 7 | 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | - | cum | - | - |
| 8 | 1:5:10 (1 cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size). | - | cum | - | - |
| 9 | 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | - | sqm | - | - |
| 10 | 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 | - | - |
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