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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC STAFF QT COLONY RAKHKOL DAMUA MADHYA PRADESH 480555 | DAMUA | CHHINDWARA | MADHYA PRADESH | 480555 | L1 | Accepted-AOC LOWEST BIDDER L1 | |
| 2 | L2₹8.5 L+₹47,682.86 (5.95%)Rejected-Finance LAKSHMI NAGAR CHINDWARA ROAD SAWNER DISTRICT NAGPUR 441107 | NAGPUR | MAHARASHTRA | 441107 | L2 | Rejected-Finance REJECTED | |
| 3 | L3₹9.0 L+₹98,472.19 (12.3%)Rejected-Finance BARDE LAYOUT NEAR SAI MANDIR PLOT NO 39 BORGAON GOREWADA ROAD NAGPUR MAHARASHTRA 440001 | NAGPUR | NAGPUR | MAHARASHTRA | 440001 | L3 | Rejected-Finance REJECTED | |
| 4 | L4₹9.1 L+₹1.1 L (13.9%)Rejected-Finance 0 BEECHPARA DANGAURA MAHENDRAGARH MANENDRAGARH CHIRMIRI BHARATPUR CHHATTISGARH 497442 | KOREA | CHHATTISGARH | 497442 | L4 | Rejected-Finance REJECTED | |
| 5 | L5₹9.3 L+₹1.3 L (15.9%)Rejected-Finance HOUSE NO 494 BHUKHAND NO 493 GANESHPUR TA WANI | WANI | MAHARASHTRA | L5 | Rejected-Finance REJECTED |
Tender Value
₹13.7 L
EMD Value
₹17,200
Closing Date
19 Aug 2023, 6:00 pmClosed
STAFF OFFICER CIVIL WCL NAGPUR AREA
OFFICE OF THE AREA GENERAL MANAGER NAGPUR AREA PO KASTURBA NAGAR JARIPATKA NAGPUR NAGPUR 440014
Repairing of drains, floor, roof leakages and painting of Dispensary Building at Saoner Sub Area.
2023_WCL_285120_2
na3250-civ-e-tender 43-2023-24
Open Tender
Civil Works - Others
Item Rate
60 days
SAONER SUB AREA OF NAGPUR AREA
AS PER NIT
3 documents required · 3 mandatory
₹17,200
26 Sept 2023
4 Aug 2023
21 Aug 2023
5 Aug 2023
19 Aug 2023
5 Aug 2023
4 Aug 2023 - 12 Aug 2023
Amount
Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (One or more coat applied @ 0.90 ltr/10 sqm).
Distempering with 1st quality acrylic distemper (ready made) having VOC content less than 50 gm per ltr. of approved manufacturer and of required shade and colour complete. as per manufacturer's specification.One or more coats on old work
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M - 30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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).
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 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).
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.Hot rolled deformed bars
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
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 15-18 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.
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)
Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension ?63.50 x 38.10 x 1.02 mm at weight 0.547 Kilogram/One Running Metre. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram/One Running Metre. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kilogram/One Running Metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/One Running Metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With powder coating without box
Providing & Fixing Aluminium composite panel 4 mm, with 25mm x 50mm Aluminium Rectangular pipe Thickness 1.2 Framing Grid (600mm x 1200mm) with GHB Tape weather Silicon 789, Metal Screw, wall mounting screw with rowl plug etc.
Point wiring in for light/fan/bell in 20 mm metal conduit with 1.5 sq.mm (2+1E) FRLSH grade copper wire, flush type switch, earthing and required accessories as per specification No: WG-PW/SW
Providing Joy box panel light square/round of 22 watt in ceiling as per instruction of Engineer in Charge
Total impact of GST for the purpose of CTC
M/S. NAMDEO KHOJRE CONSTRUCTION
M/S. SAGAR CONSTRUCTION
MAHALAXMI ENTERPRISES
TSN ENTERPRISES
M.G. Constructions
SAI TRADERS
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