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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.7 LAccepted-AOC LAXMI NAGAR CHHINDWARA ROAD SAONER DIST NAGPUR | SAONER | NAGPUR | MAHARASHTRA | L1 | Accepted-AOC LOWEST BIDDER L1 | |
| 2 | L2₹29.4 L+₹1.7 L (6.06%)Rejected-Finance PLOT NO 244 NUTAN SEVAKRAM KHANAHIT WARD NO 3 POST SAONER DISTRICT NAGPUR 441107 | SAONER | NAGPUR | MAHARASHTRA | 441107 | L2 | Rejected-Finance REJECTED | |
| 3 | L3₹30.7 L+₹2.9 L (10.6%)Rejected-Finance H N 52 NA LAXMI NAGAR CHHINDWARA ROAD VILLAGE TOWN SAONER CITY SAONER NAGPUR MAHARASHTRA 441107 INDIA | NAGPUR | MAHARASHTRA | 441107 | L3 | Rejected-Finance REJECTED |
Tender Value
₹45.6 L
EMD Value
₹57,000
Closing Date
7 Jun 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
STAFF OFFICER CIVIL WCL NAGPUR AREA
OFFICE OF THE AREA GENERAL MANAGER NAGPUR AREA PO KASTURBA NAGAR JARIPATKA NAGPUR NAGPUR 440014
Repairing of CHP bunker, roof sheets, fan house and extension of cycle scooter shed of Mine No.3 of Saoner Sub Area.
2024_WCL_308899_1
na3250-civ-e-tender 17-2024-25
Open Tender
Civil Works - Others
Item Rate
180 days
SAONER SUB AREA OF NAGPUR AREA
AS PER NIT
3 documents required · 3 mandatory
₹57,000
11 Nov 2024
23 May 2024
10 Jun 2024
24 May 2024
7 Jun 2024
24 May 2024
23 May 2024 - 1 Jun 2024
Amount
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.
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:G.S. Sheet
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.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete :Ridges plain (500 - 600mm)
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 :1:1.5:3 (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).
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
Centering and shuttering including strutting, propping etc. and removal of form Suspended floors, roofs, landings, balconies and access platform
Providing internal cement plaster 20mm. Thick in Single coat since men tmortar1:3 without neerufinish,toconcrete,bricksurface,inallpositions including scaffolding and curing etc. complete.
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
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
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).
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)
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
White washing with lime to give an even shade :New work (three or more coats)
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
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.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:two or more coats on new work
Total impact of GST for the purpose of CTC
M/S. NAMDEO KHOJRE CONSTRUCTION
techsummary_320082.pdf
PDF • 0.49 MB
finsummary_320082.pdf
PDF • 0.30 MB
award.pdf
PDF • 1.29 MB
finance_320082.pdf
PDF • 0.11 MB
BOQ Comparative Chart
xlsx • 0.01 MB
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