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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹79.3 LAccepted-AOC AADINATH ENTERPRISES VARDHAMAN AUTOMOBILE BYE PASS ROAD BENGALI CAMP CHANDRAPUR 442401 | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442401 | ₹79.3 L | 1 | Accepted-AOC Lowest amount quoted |
| 2 | 2₹84.0 L+₹4.6 L (5.86%)Rejected-Finance NEAR NEW BUS STOP CHANDANI NAGAR GHUGUS TAH DIST CHANDRAPUR GHUGUS 442505 | GHUGUS | CHANDRAPUR | MAHARASHTRA | 442505 | ₹84.0 L+₹4.6 L (5.86%) | 2 | Rejected-Finance Amount quoted is higher than L1 |
| 3 | 3₹84.7 L+₹5.4 L (6.76%)Rejected-Finance 5TH FLOOR FLAT NO 502 PARVATI APARTMENT TAYWADE NAGAR BESIDE D MART BELTARODI ROAD NAGPUR 440037 | NAGPUR | NAGPUR | MAHARASHTRA | 440037 | ₹84.7 L+₹5.4 L (6.76%) | 3 | Rejected-Finance Amount quoted is higher than L1 |
| 4 | 4₹85.7 L+₹6.4 L (8.02%)Rejected-Finance | ₹85.7 L+₹6.4 L (8.02%) | 4 | Rejected-Finance Amount quoted is higher than L1 |
| 5 | 5₹88.8 L+₹9.5 L (11.9%)Rejected-Finance | ₹88.8 L+₹9.5 L (11.9%) | 5 | Rejected-Finance Amount quoted is higher than L1 |
Tender Value
₹1.1 Cr
EMD Value
₹1.4 L
Closing Date
26 Jan 2023, 11:00 amClosed
G. DEVARAJAN
AGM office Wani Area Chandrapur
Face lifting of Urjagram colony by providing paver block and renovation of entrance gate of Wani Area.
2023_WCL_266925_1
WCL wa4350-civ-e029-2022-23/711
Open Tender
Civil Works - Roads
Item Rate
120 days
AGM office Wani Area Chandrapur
Please refer Tender documents.
5 documents required · 5 mandatory
₹1.4 L
14 Feb 2023
9 Jan 2023
27 Jan 2023
9 Jan 2023
26 Jan 2023
10 Jan 2023
9 Jan 2023 - 20 Jan 2023
Amount
Earth work in excavation by mechanical means (Hydrauli 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.
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.
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 : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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).
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 derived from natural sources).
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).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
Brick work with common fly ash burnt (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)
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
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 laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
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. In cement mortar
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc.and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 15-18microns. 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.
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.
Extra for marking of structural steel work required to be reerected.
Erection of structural steel work riverted, bolted or welded in build up section, trusses & framed work or labour rate. Manually or mechanically (deploying crane etc.) with all safety precautions lead 50m lift upto 7.00 m Note:(Reference: For labour component 10.1)
Providing and fixing of Aluminium Composite Panel to External Wall of Building. Aluminium Composite Panel of thickness 3mm of Standard Brand such as Eurobond Gold Series of any Colour as per instruction of Engineer In-charge, including base of Aluminium Bottom of (size 2'' x 1'') of thickness 1.5 mm for Making Grid of Maximum (size 1 m x 1 m) to Hang the ACP Sheet Over it, also joints fillings of 8 mm with Silicon including all cost of Material, Labour and Scaffolding to 12 Mtr height and including all lift and transportation.
Providing and fixing inner cutting LED letter on 3 mm thick ACP sheet box of 65 mm thick width with complete inner cutting of letters along with all wiring and providing LED lights as per the requirement with working height upto 7.00 m above ground level. The writting matters sketches etc will be as per instruction of Engineer Incharge.
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as perdirection of Engineer-in-charge :In cement mortar
Total impact of GST for the purpose of CTC
KUBER VARMA
Pravis Enterprises Pvt. Ltd.
K R Barman
M/S. S V M CONSTRUCTION
Supreme Startech Pvt Ltd.
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