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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC AT STATION ROAD GOMIA CHAS BOKARO JHARKHAND 829111 | BOKARO | BOKARO | JHARKHAND | 829111 | ₹8.2 L | L1 | Accepted-AOC Award |
| 2 | Rejected-Technical AT PADRIYA BASTI P O GOMIA BOKARO JHARKHAND 829111 | BOKARO | BOKARO | JHARKHAND | 829111 | - | - | Rejected-Technical Not being L1 bidder hence not evaluate |
| 3 | Rejected-Technical AT GOPALPURA COLONY P O MUGMA DIST DHANBAD 828204 | DHANBAD | JHARKHAND | 828204 | - | - | Rejected-Technical Not being L1 bidder hence not evaluate |
Tender Value
₹11.5 L
EMD Value
₹14,400
Closing Date
4 Mar 2026, 3:00 pmClosed
Project Engineer (Civil)
Office of the Project Officer,Sawang Washery
Provision of Shed at PCH underground and repair and maintenance of boundary wall at CCB and middling chute at Sawang Washery, Kathara Area
2026_CCL_354080_1
PO/SWG(WS)/PE (C)/E-Tender/25-26/03 Dt-21.02.2026
Open Tender
Civil Works - Others
45 days
Sawang Washery, Kathara Area
Refer Tender Documents
3 documents required · 3 mandatory
₹14,400
18 Mar 2026
21 Feb 2026
5 Mar 2026
22 Feb 2026
4 Mar 2026
22 Feb 2026
22 Feb 2026 - 25 Feb 2026
Item Description/ Heading
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6(1 cement :6 coarse sand)
Brick work 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 in all shapes and sizes in :Cement mortar 1:6(1 cement : 6 coarse sand)
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
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)
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)
12 mm cement plaster of mix :1:6(1 cement: 6 fine sand)
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 for all lift
Finishing walls with water proofing cement paint of required shade :Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat.
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, 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.
Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
Total impact of GST for the purpose of CTC
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