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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical 136 MANIRAM DEWAN ROAD CHANDMARI GUWAHATI ASSAM PIN NO 781003 | KAMRUP METRO | ASSAM | 781003 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical RAJAMAIDAN NEW COLONY CITY TOWN JORHAT P O JORHAT P S JORHAT DISTRIST JORHAT PIN 785001 | JORHAT | ASSAM | 785001 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical 57 RUPNAGAR GUWAHATI PO INDRAPUR PS PALTANBAZAR DIST KAMRP METRO ASSAM PIN 781032 | KAMRUP METRO | ASSAM | 781032 | Admitted-Fee/PreQual/Technical |
Tender Value
₹4.4 Cr
EMD Value
₹8.9 L
Closing Date
30 Jun 2026, 2:00 pmClosed
CE, PWD(Bldg)
O/o the CE, PWD(Bldg), Assam, Chandmari, Ghy-3
Proposed Judicial Qtr. Grade II (G Plus 2) for SDJM Court Complex, Titabar, Dist. Jorhat
2026_PWBNH_52652_1
CE/TB-II(Bldg.)/109/2024/8
Open Tender
Civil Works - Building
Item Rate
450 days
Titabar
Please refer Tender Documents
4 documents required · 4 mandatory
₹8,900
₹8.9 L
Yes
O/o the CE, PWD(Bldg), Assam, Chandmari, Ghy-3
22 Jul 2026
8 Jun 2026
30 Jun 2026
8 Jun 2026
30 Jun 2026
17 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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.(a) In ordinary soil | 1 | cu.m | - | - |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | cu.m | - | - |
| 3 | P.C.C. and SOLING WORK : Providing brick soling in foundation and under floor Modular common burnt clay bricks of class designation 7.5, sand packed and laid to level and in panel after preparing the sub-grade as directed including all labour and materials, and if necessary dewatering, | 1 | sqm | - | - |
| 4 | 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)
In prop. 1 cement :3 sand : 6 coarse aggregate by volume. | 1 | cum | - | - |
| 5 | R.C.C. WORK : 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 : 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) | 1 | cum | - | - |
| 6 | Reinforced cement concrete work in walls (any thickness), including
attached pilasters, buttresses, plinth and string courses, fillets, columns,
pillars, piers, abutments, posts and struts etc. above plinth level up to
floor five level, excluding cost of centering, shuttering, finishing and
reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources) c) M20 grade concrete | 0.4 | cum | - | - |
| 7 | DPC WORK: Providing and laying damp-proof course 40mm thick with cement
concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 12.5mm nominal size derived from
natural sources) | - | sqm | - | - |
| 8 | BRICK WORK :Brick work with common burnt clay modular bricks of class designation
7.5 in foundation and plinth inCement mortar 1:4 (1 cement : 4 coarse sand) | 1 | cum | - | - |
| 9 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks
of class designation 7.5 in superstructure above plinth level up to floor
V level. Cement mortar 1:4 (1 cement :4 coarse sand) | 1 | sqm | - | - |
| 10 | SHUTTERING AND FORM WORK :Centering and shuttering including strutting, propping etc. and removal
of form forFoundations, footings, bases of columns, etc. for mass
concrete | - | sqm | - | - |
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