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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1stlowest₹14.7 LAccepted-AOC S O LT GOPAL CH CHAUDHURI AD NAGAR ROAD NO 11 AGARTALA WEST TRIPURA PIN 799003 | WEST TRIPURA | TRIPURA | 799003 | ₹14.7 L | 1stlowest | Accepted-AOC L1 is Awarded. |
| 2 | 2ndlowest₹16.0 LRejected-AOC | ₹16.0 L | 2ndlowest | Rejected-AOC Process for next step |
| 3 | 3rdlowest₹16.4 LRejected-AOC | ₹16.4 L | 3rdlowest | Rejected-AOC Process for next step |
| 4 | 4thlowest₹16.5 LRejected-AOC BISHALGARH P O SEPAHIJALA TRIPURA | SEPAHIJALA | TRIPURA | 799011 | ₹16.5 L | 4thlowest | Rejected-AOC Process for next step |
Tender Value
₹16.9 L
EMD Value
₹33,874
Closing Date
2 Feb 2026, 3:00 pmClosed
Executive Engineer ,Stores Division PWD ,AD Nagar
O/O The Executive Engineer ,Stores Division PWD ,(Rand B),AD Nagar,PIN-799003
Construction of semi permanent structure for bike bicycle stand at Stores Division PWD(RandB),A.D Nagar ,west Tripua during 2025-26.S/H- Earth work,Brick work,RCC,Steel work etc, GCI sheet roofing etc
2026_CEPWD_69615_2
05/EE/SD/PWD(RANDB)/AGT2025-26
Open Tender
Civil Works - Others
180 days
A.D Nagar stores yard PWD (R and B)
Please refer to tender document
3 documents required · 3 mandatory
₹1,000
₹33,874
20 Feb 2026
27 Jan 2026
2 Feb 2026
27 Jan 2026
2 Feb 2026
27 Jan 2026
27 Jan 2026 - 2 Feb 2026
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and dosposal of rubbish lead upto 50 m and lift upto 1.5m.
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. -All kinds of soil
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
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. -All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) - All works upto plinth level:
Centering shuttering including struttings, propping etc. and removal of form work for: a. Foundations, footings, bases for columns etc. for mass concrete with timber plank
b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
c) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work upto plinth level: 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500 D or more.
Reinforced cement concrete work in walls (any thickness), including attached plasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500 D or more.
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. 9.12.1 Hot finished welded type tubes
Supply & installation of pre-painted Galvalume sheets for roofing/cladding (size, shape and pitch of corrugation as approved by Engineer-in-charge) in 550mpa steel grade, made out of Cold Rolled Steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality Polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM washers filled with white lead complete upto 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. 1). 0.60 mm thickness
Supply & installation of pre-painted Galvalume sheets roofing accessories in 550mpa steel steel grade, made out of Cold rolled steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to AASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. The sheet shall be fixed using self drilling /self tapping screws with EPDM washers complete for Ridges/Valley/Gutter/Flashing of width 610mm: a) 0.40 mm thickness
First class brick work in foundation and plinth including cost of all materials as required complete: a) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand )
12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
Neat cement punning.
Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. 12.38.1 Water thinnable cement primer
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2.
80 mm thick factory made c.c. interlocking paver block of M-35Grade Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of sand, filling the joints with fine sand etc. all complete as per specification and approval/ direction of the Engineer-in-charge. (a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern.
Compensatory Afforestation : Planting trees as compensatory afforestation at the arte of 290 trees per hector at a spacing of 6 m by grubbing and levelling the ground upto a depth of 150mm, digging hole of 0.9 m dia , 1 m deep , mixing farm yard/ sludge manure with soil, planting of sapling 2 m height with 25 cm dia stem , backfilling the hole and watering.
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