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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 CrAdmitted-Finance NULL | ₹14.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹14.6 Cr+₹51.0 L (3.63%)Admitted-Finance BHATARMARI CITY TOWN SIDLI P O SIDLI P S SIDLI DISTRICT CHIRANG PIN 783373 | KOKRAJHAR | ASSAM | 783373 | ₹14.6 Cr+₹51.0 L (3.63%) | L2 | Admitted-Finance |
| 3 | L3₹14.9 Cr+₹85.0 L (6.05%)Admitted-Finance | ₹14.9 Cr+₹85.0 L (6.05%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | Harunur Rashid L1 | RAJU CHANDRA BASUMATARY L2 | SRIMANTA SANKARDEV INFRACON PVT LTD L3 |
|---|---|---|---|---|---|---|
| 1.00 | EARTH FILLING
Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. | 14,355.69 | Cum | 500 ₹71,77,845 | 200 ₹28,71,138 Lowest | 246.25 ₹35,35,088.66 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
2.6.1 All kinds of soil | 4,931.73 | Cum. | 500 ₹24,65,865 | 200 ₹9,86,346 | 195.18 ₹9,62,575.06 Lowest |
| 3.00 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement ortar, including filling the joints with same mortar, with common burnt clay non modular bricks:
1:4 (1 cement : 4 coarse sand) | 1,567.54 | Sqm | 1,000 ₹15,67,540 | 85 ₹1,33,240.9 Lowest | 890.15 ₹13,95,345.73 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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) | 95.05 | Cum. | 6,000 ₹5,70,300 Lowest | 6,833.4 ₹6,49,514.67 | 6,491.73 ₹6,17,038.94 |
| 5.00 | Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 26,258.82 | Kg | 120 ₹31,51,058.4 | 85 ₹22,31,999.7 | 83.5 ₹21,92,611.47 Lowest |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 536.99 | Sqm | 500 ₹2,68,495 | 307.95 ₹1,65,366.07 | 292.55 ₹1,57,096.42 Lowest |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers | 1,504.13 | Sqm | 500 ₹7,52,065 Lowest | 608.35 ₹9,15,037.49 | 577.93 ₹8,69,281.85 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts | 4,255.47 | Sqm | 500 ₹21,27,735 | 450 ₹19,14,961.5 Lowest | 764.04 ₹32,51,349.3 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Weather shade, Chajjas, corbels etc., including edges | 275.99 | Sqm | 500 ₹1,37,995 Lowest | 814.95 ₹2,24,918.05 | 774.2 ₹2,13,671.46 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platforms | 30.54 | Sqm | 500 ₹15,270 Lowest | 853.75 ₹26,073.53 | 728.22 ₹22,239.84 |
Tender Value
₹15.7 Cr
EMD Value
₹31.4 L
Closing Date
22 Jun 2026, 1:00 pmClosed
CE, PWD(Bldg)
O/o the CE, PWD(Bldg), Assam, Chandmari, Ghy-3
Construction of District and Session Judges Quarter Grade I Judicial Officers Quarter 2 units Grade II Judicial Officers Quarter 4 units Grade III Judicial Officers Quarter 4 units at Kajalgaon in Chirang District BTC Assam
2026_PWBNH_52645_1
CE/TB-II(Bldg.)/06/2026/4
Open Tender
Civil Works - Building
Item Rate
730 days
Kajalgaon
Please refer tender document
5 documents required · 5 mandatory
₹20,000
₹31.4 L
Yes
O/o the CE(Bldg), Assam, Chandmari, Ghy-3
23 Jul 2026
6 Jun 2026
22 Jun 2026
7 Jun 2026
22 Jun 2026
12 Jun 2026
11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | EARTH FILLING
Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. | 14,355.69 | Cum | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
2.6.1 All kinds of soil | 4,931.73 | Cum. | - | - |
| 3 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement ortar, including filling the joints with same mortar, with common burnt clay non modular bricks:
1:4 (1 cement : 4 coarse sand) | 1,567.54 | Sqm | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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) | 95.05 | Cum. | - | - |
| 5 | Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 26,258.82 | Kg | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 536.99 | Sqm | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers | 1,504.13 | Sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts | 4,255.47 | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for
Weather shade, Chajjas, corbels etc., including edges | 275.99 | Sqm | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platforms | 30.54 | Sqm | - | - |
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