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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.1 LAccepted-Finance | ₹33.1 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹33.6 L+₹49,618 (1.50%)Accepted-Finance | ₹33.6 L+₹49,618 (1.50%) | L2 | Accepted-Finance Accepted |
| 3 | L3₹34.9 L+₹1.8 L (5.37%)Accepted-Finance | ₹34.9 L+₹1.8 L (5.37%) | L3 | Accepted-Finance Accepted |
| 4 | L4₹37.3 L+₹4.2 L (12.7%)Accepted-Finance | ₹37.3 L+₹4.2 L (12.7%) | L4 | Accepted-Finance Accepted |
| 5 | L5₹49.2 L+₹16.1 L (48.8%)Accepted-Finance | ₹49.2 L+₹16.1 L (48.8%) | L5 | Accepted-Finance Accepted |
Tender Value
₹38.6 L
Closing Date
15 Dec 2021, 3:00 pmClosed
Executive Engineer, RCD,APWD, Wimberly Gunj
Executive Engineer, RCD,APWD, Wimberly Gunj
Repair and Restoration of damaged check weir on Chakku Pahad Nallah near Mithakhari Panchayat
2021_APWD_4450_1
NIT No. 75/EE/RCD/APWD/WG/2021-22
Open Tender
Civil Works - Water Works
Item Rate
120 days
Wimberly Gunj
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
Exempted
22 Dec 2021
29 Nov 2021
17 Dec 2021
30 Nov 2021
15 Dec 2021
6 Dec 2021
Amount
EARTH WORK
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.
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.
CONCRETE WORK
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).
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources).
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).
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
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)
REINFORCED CEMENT CONCRETE
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).
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Lintels, beams, plinth beams, girders, bressumers and cantilevers
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.
WOOD AND PVC WORK
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
Fixed to openings /wooden frames with rawl plugs screws etc.
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
STEEL WORK
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.
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.
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.
Electric resistance or induction butt welded tubes
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Providing and fixing bolts including nuts and washers complete.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
G.I. pipes
FLOORING
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
ROOFING
Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
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)
FINISHING
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
WATER SUPPLY
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
80 mm dia nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
80 mm nominal bore
Providing and fixing gun metal non- return valve of approved quality (screwed end) :
80 mm nominal bore
Horizontal
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
80 mm nominal bore
Non Schedule Items
Providing cofferdam 3.00 mtr height to check the water entry for excavation with bitument drum sheet or equivalent fixed/suported with wooden ballies 10 cm or bottoms of equivalent section placed vertically etc. 0.60 Mtr c/c and horizontally @ 0.50 Mtr c/c fixed with nails etc. filled with gunny bags involving all operation including bailing out water by any method in necessary to check the water entry as per direction of Engineer-in-charge.
Providing cc surface drain with 1:3:6 ( 1 cement : 3 Coarse sand: 6 graded stone aggregate of 40 mm nominal size) cement concrete finished with 1:4 (1 cement : 4 sand) a floating coat of neat cement inside the drain and its top and exposed surface including earthwork in excavation and disposed of surplus earth etc
23 X 23cm surface drain.
Supplying, installation testing and commissioning of Kirloskar Make 4R1040T Engine 38 HP coupled with Kirloskar make DSM 65/32A pump @ 1500 RPM water cooled HAVING DISCHARGE OF 14 LTR/Sec head 54 Mtr section and delivery of 80x65mm with base frame for engine & pump with foundation nut & bolt suitable coupling arrangement with 150 AH, 12V battery starting arrangement normax foot valve 3" dia will suction and delivery flange, fuel tank, GI fitting for silencer etc as required by Engineer-in-Charge.
Providing and fixing C.I. foot valve of approved quality as per direction of Engineer-in-Charge (screwed end):
80mm nominal bore
A P HUSAINAR
A Palani
M/s Jas Construction
M Abdul Hameed
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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