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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC BAHADUR ADARSHAGAON P O P S MAZBAT DIST UDALGURI BTC ASSAM PIN 784507 | MAZBAT | UDALGURI | ASSAM | 784507 | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 Cr+₹3,875.04 (0.04%)Rejected-AOC C O SRI KANTA DAIMARI VILLAGE SERPHANG P O BANDARGURI DIST UDALGURI BTC ASSAM | UDALGURI | ASSAM | 784113 | ₹1.1 Cr+₹3,875.04 (0.04%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.1 Cr+₹73,821.99 (0.67%)Rejected-AOC C O LT JOGENDRA BASUMATARY NAHARBARI MAZBAT P O P S MAZBAT DIST KAMRUP METRO ASSAM PIN 784507 | MAZBAT | KAMRUP METRO | ASSAM | 784507 | ₹1.1 Cr+₹73,821.99 (0.67%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | ABONG BRAHMA L1 | Sri Ransingh Daimari L2 | BICHITRA BASUMATARY L3 |
|---|---|---|---|---|---|---|
| 1.00 | BOUNDARY MASONRY RCC RETAINING WALL
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil. | 322.92 | Cum | 288 ₹93,000.96 Lowest | 300 ₹96,876 | 300 ₹96,876 |
| 2.00 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 295.41 | Sqm | 650 ₹1,92,017.8 Lowest | 650 ₹1,92,017.8 Lowest | 650 ₹1,92,017.8 Lowest |
| 3.00 | 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 29.54 | Cum | 5,500 ₹1,62,475.5 Lowest | 5,500 ₹1,62,475.5 Lowest | 5,500 ₹1,62,475.5 Lowest |
| 4.00 | 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) | 315.74 | Cum | 6,800 ₹21,47,059.2 Lowest | 6,800 ₹21,47,059.2 Lowest | 6,800 ₹21,47,059.2 Lowest |
| 5.00 | 5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 92.81 | Cum | 11,000 ₹10,20,899 Lowest | 11,000 ₹10,20,899 Lowest | 11,000 ₹10,20,899 Lowest |
| 6.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 581.26 | Sqm | 400 ₹2,32,502.4 Lowest | 400 ₹2,32,502.4 Lowest | 450 ₹2,61,565.2 |
| 7.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 143.52 | Sqm | 450 ₹64,584 Lowest | 450 ₹64,584 Lowest | 450 ₹64,584 Lowest |
| 8.00 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.1 Mild steel and Medium Tensile steel bars | 8,178.01 | Kg | 95 ₹7,76,910.86 Lowest | 95 ₹7,76,910.86 Lowest | 100 ₹8,17,800.9 |
| 9.00 | 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
9.48.1 Fixed to steel windows by welding | 5,683.39 | Sqm | 187 ₹10,62,794.3 Lowest | 187 ₹10,62,794.3 Lowest | 187 ₹10,62,794.3 Lowest |
| 10.00 | STEP AT POND (4 Nos.)
1.1 Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.
(A) Up to a depth of 2.00m below the existing ground level.
(a) In ordinary soil. | 83.2 | Cum | 286 ₹23,795.2 Lowest | 286 ₹23,795.2 Lowest | 286 ₹23,795.2 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
21 Feb 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Improvement and development of Mahamuni Devalay under SOPD Bodoland Welfare Department 2025-26. TN_108_04
2026_BTC_50967_1
No.ACE-133/PWD/G.79/2025-26/66
Open Tender
Civil Works - Building
Item Rate
365 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹2,200
₹2.2 L
Yes
25 May 2026
9 Feb 2026
21 Feb 2026
9 Feb 2026
21 Feb 2026
9 Feb 2026
9 Feb 2026 - 21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | BOUNDARY MASONRY RCC RETAINING WALL
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil. | - | Cum | - | - |
| 2 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 0.8 | Sqm | - | - |
| 3 | 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - |
| 4 | 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) | 0.6 | Cum | - | - |
| 5 | 5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 0.6 | Cum | - | - |
| 6 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 0.4 | Sqm | - | - |
| 7 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sqm | - | - |
| 8 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.1 Mild steel and Medium Tensile steel bars | 0.6 | Kg | - | - |
| 9 | 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
9.48.1 Fixed to steel windows by welding | 0.8 | Sqm | - | - |
| 10 | STEP AT POND (4 Nos.)
1.1 Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.
(A) Up to a depth of 2.00m below the existing ground level.
(a) In ordinary soil. | - | Cum | - | - |
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