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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 LAccepted-AOC | ₹26.2 L | L1 | Accepted-AOC responsive |
| 2 | L2₹26.2 LRejected-AOC | ₹26.2 L | L2 | Rejected-AOC responsive |
| Sl No | Description | Qty | Unit | BIMAN JYOTI CHUTIA L1 | SANDIP KHANDELIA L2 |
|---|---|---|---|---|---|
| 1.00 | Filling available excavated earth (excluding rock) in trenches, plinth,
sides of foundations etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up
to 50 m and lift upto 1.5 m. | 42.94 | cum | 266.65 ₹11,449.84 | 266.65 ₹11,449.84 |
| 2.00 | Construction of granular sub-base by providing close graded Material
conforming to specifications, mixing in a mechanical mix plant at
OMC, carriage of mixed material by tippers to work site, for all leads
& lifts, spreading in uniform layers of specified thickness with motor
grader on prepared surface and compacting with vibratory power roller
to achieve the desired density, complete as per specifications and
directions of Engineer-in-Charge.
16.78.1 With material conforming to Grade-I (size range 75 mm to
0.075 mm) having CBR Value-30 | 37.29 | cum | 2,791.01 ₹1.0 L | 2,791.01 ₹1.0 L |
| 3.00 | Laying old cement cocrete interlocking paver blocks of any design/
shape laid in required line, level, curvature, colour and pattern over
and including 50 mm thick compacted bed of coarse sand, filling the
joints with fine sand etc. all complete as per the direction of Engineerin-
charge. (Old CC paver blocks shall be supplied by the department
free of cost). | 248.56 | sqm | 1,061.76 ₹2.6 L | 1,061.76 ₹2.6 L |
| 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 :
4.1.4. 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 40 mm nominal size
derived from natural sources) | 2.84 | cum | 7,588.3 ₹21,543.18 | 7,588.3 ₹21,543.18 |
| 5.00 | Dismantling roofing including ridges, hips, valleys and gutters etc.,
and stacking the material within 50 metres lead of:
15.28.1 G.S. Sheet | 97.97 | sqm | 142.8 ₹13,990.26 | 142.8 ₹13,990.26 |
| 6.00 | Dismantling wood work in frames, trusses, purlins and rafters up to
10 metres span and 5 metres height including stacking the material
within 50 metres lead :
15.14.1 Of sectional area 40 square centimetres and above | 0.63 | cum | 3,858.22 ₹2,446.11 | 3,858.22 ₹2,446.11 |
| 7.00 | Demolishing brick work manually/ by mechanical means including
stacking of serviceable material and disposal of unserviceable material
within 50 metres lead as per direction of Engineer-in-charge.
15.7.4 In cement mortar | 16 | cum | 1,783.37 ₹28,533.96 | 1,783.37 ₹28,533.96 |
| 8.00 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks
of class designation 7.5 in foundations and plinth in :
6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand) | 127.99 | sqm | 879.74 ₹1.1 L | 879.74 ₹1.1 L |
| 9.00 | Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth level.
5.22A.1 Mild steel and Medium Tensile steel bars | 215 | kg | 93.4 ₹20,080.46 | 93.4 ₹20,080.46 |
| 10.00 | Reinforced cement concrete work in beams, suspended floors, roofs
having slope up to 15° landings, balconies, shelves, chajjas, lintels,
bands, plain window sills, staircases and spiral stair cases above plinth
level up to floor five level, excluding the cost of centering, shuttering,
finishing and reinforcement with 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). | 1.3 | cum | 11,255.26 ₹14,631.84 | 11,255.26 ₹14,631.84 |
Tender Value
₹25.0 L
EMD Value
₹49,950
Closing Date
13 Mar 2026, 2:00 pmClosed
Superintending Engineer
O/O SE PWD Sivasagar Building Circle Sivasagar
Repair and Renovation of Grade III Judicial Officers residence (Two storied RCC) with providing interlocking paver block,renovation of Garage-4 no.s ,construction of brick boundary wall with iron grill on top and painting of building at Bishnu Nagar.
2026_PWBNH_51390_1
Misc-7/SE(B)/SIV/2021-22/3340
Open Tender
Civil Works - Building
180 days
Bishnu Nagar
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹49,950
Yes
O/O SE PWD Sivasagar Building Circle Sivasagar
14 May 2026
20 Feb 2026
13 Mar 2026
20 Feb 2026
13 Mar 2026
20 Feb 2026
2 Mar 2026
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.4. 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: 15.28.1 G.S. Sheet
Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead : 15.14.1 Of sectional area 40 square centimetres and above
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 15.7.4 In cement mortar
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : 6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.1 Mild steel and Medium Tensile steel bars
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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).
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m²
15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand)
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer
Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 15.7.4 In cement mortar
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.1 Mild steel and Medium Tensile steel bars
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
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 : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level. 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand)
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer
Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
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. 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) 9.5.2 Kiln seasoned and chemically treated hollock wood 9.5.2.1 35 mm thick shutters
15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand)
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : 13.60.1 Two or more coats on new work
Finishing walls with Acrylic Smooth exterior paint of required shade : 13.111.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
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)
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