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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹25.4 LAccepted-AOC RAMNAGAR COLONY RAJURA DIST CHANDRAPUR 442905 | RAJURA | CHANDRAPUR | MAHARASHTRA | 442905 | L-1 | Accepted-AOC Lowest qualified bidder. Hence being awarded. | |
| 2 | L-2₹27.2 L+₹1.9 L (7.30%)Rejected-AOC C O REKHABAI NAITAM KILLA WARD BALLARPUR DIST CHANDRAPUR 442701 | BALLARPUR | CHANDRAPUR | MAHARASHTRA | 442701 | L-2 | Rejected-AOC Not a qualified L1 bidder | |
| 3 | L-3₹27.3 L+₹1.9 L (7.64%)Rejected-AOC MAHARANA PRATAP WARD BALLARPUR DIST CHANDRAPUR 442701 | BALLARPUR | CHANDRAPUR | MAHARASHTRA | 442701 | L-3 | Rejected-AOC Not a qualified L1 bidder | |
| 4 | L-4₹27.4 L+₹2.0 L (8.05%)Rejected-AOC | L-4 | Rejected-AOC Not a qualified L1 bidder | |
| 5 | L-5₹28.5 L+₹3.1 L (12.1%)Rejected-AOC 106 APSARA APARTMENT CHAPRU NAGAR CHOWK CENTRAL AVENUE MAHARASHTRA NAGPUR 440008 | NAGPUR | MAHARASHTRA | 440008 | L-5 | Rejected-AOC Not a qualified L1 bidder |
Tender Value
₹39.3 L
EMD Value
₹49,200
Closing Date
16 Jan 2025, 3:30 pmClosed
Shri. NItin Naik
OFFICE OF THE AREA GENERAL MANAGER WCL BALLARPUR AREA P.O. SASTI TA. RAJURA DIST. CHANDRAPUR (MS) PIN 442905
Development of park and open space near old C and double storied B type quarters at Ballarpur Township under Ballarpur Sub Area
2025_WCL_324991_1
wcl-ba3650-civ-e125-24-25/536
Open Tender
Civil Works - Others
Item Rate
120 days
WCL Ballarpur Area
As per NIT
4 documents required · 4 mandatory
₹49,200
7 Feb 2025
6 Jan 2025
17 Jan 2025
6 Jan 2025
16 Jan 2025
6 Jan 2025
6 Jan 2025 - 13 Jan 2025
Amount
Clearing jungle including uprooting of rank vegetation,grass,brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure)
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.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains 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 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 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, 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).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding allcomplete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
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. Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Brick work with clay Fly Ash bricks in foundation in cement morter 1:6(1 cement : 6 coarse sand)
Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Light shade pigment using white cement
Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
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 fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers 16.70.1 Made of G.I. wire of dia 4 mm as required complete as per the direction of Engineer-in-charge.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Painting with aluminium paint of approved brand and manufacture to give an even shade .Two or more coats on new work
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work-50 mm dia nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work-25 mm dia nominal bore
Making connection of G.I. distribution branch with G.I.main of following sizes by providing and fixing tee,including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore (Extra for suppply of fire)
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore
Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment
Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately)
Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge.
Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring,Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of hight 30cm to 45cm with 2-3 branches in 20 cm size of earthen pots/plastic pots as per direction of the officer in charge.
Providing and stacking of Foxtail palm of hight 180 cm to 210 cm bottom grith 25-30 cm well developed in big size HDPE bags as per direction of the officer-in-charge.
Providing and fixing Two Seater Swing with used B class G.I pipe ISI mark with powder coated of size Hight-2.40 M, Area-3.0x1.5 M or equivalent beside painting with glow expoxy finish paint, earth work in excavation C.C work as required also etc complete as per instruction of engg in charge. Age group: 4 - 14 Years , Capacity: 02 children Area: 10 feet x 5 feet , Safe play area: 12 feet x 8 feet , Height: 9 feet, Leg support: 1.5 inch MS pipe, Seat: 4.5mm thick FRP , Bearing: Sp, forged Alloy steel casing , Suspension: 6mm dia. Heavy duty chain , Top bar: 2inch MS pipe
Providing and fixing See-Saw Double Board with used B class G.I pipe ISI mark with powder coated of size Hight-0.45 M, Area-1.5x3.0 M or equivalent beside painting with glow expoxy finish paint, earth work in excavation C.C work as required also etc complete as per instruction of engg in charge. Age group: 3 - 14 Years , Capacity: 04 children , Product Area: 8 ft x 5 ft , Safe play area: 10 ft x 7ft , Product height: 3.5 feet , Centre Pipe: 48mm OD MS pipe , Leg support: 48mm OD MS pipe , Handle: 25mm OD MS Pipe , Seat: FRP thickness 3 -4 mm , Color: As per buyers' choice
Providing and fixing Double Sky walker with standard class with used B class apolo pipe ISI mark with powder coated of size 1830x559x1572 mm or equivalent beside painting with glow expoxy finish paint, earth work in excavation C.C work as required also etc complete as per instruction of engg in charge. PRODUCT AREA: L X W X H 920mm x 762mm x 2134mm , Safe area: 2134mm x 915mm , Straight trainer/ Sky walker equipment made up of 4 inch "B" class MS pipe; Prime stand duly bend , Foundation centre pipe. The pedal frame is made up of 3" x 1" rectangular MS pipe. The handle frame is made of 32mm OD MS pipe. Footrest frame support of dimension 250 x 100 x 2 mm is welded for supporting the Aluminium footrest. Aluminium footrest of size 300 x 150 x 5 mm is used for supporting the foot. 60 mm dia. seamless pipe bushes. Permanent lubricated ball bearings 6205zz/6205 - 02rs. Foundation plate of dia. 225mm and 10m thickness is welded at bottom. All welded joints are of good quality. High tensile steel with galvanized nut and bolts to be used. The Circlips to be used are of 25mm. Allen bolts are also used to tighten the closing gap. Closing gap of HDPE/PPCP plastic is used. High quality rubber grip are also used for firm handling. PU PAINT
Providing and fixing Shoulder Builder Triple with standard class with used B class apolo pipe ISI mark with powder coated of size 645x646x1810 mm or equivalent beside painting with glow expoxy finish paint, earth work in excavation C.C work as required also etc complete as per instruction of engg in charge. Product Area :-L x W x H 1220mm x 1220 x1524mm , SAFE PLAY AREA:- 1828 x 1828mm, Single Wheel Shoulder Builder equipment made up of 3inch "B" class MS Pipes; Prime Sand Duly bend, foundation center pipe , The Wheel Frame is made of 42mm OD MS pipe. Dia 60mm seamless pipe bushe , permanent lubricated Ball bearings 6205zz/ 6205- 2rs. , Foundation plate of dia 175mm & 10mm thickness is welded at bottom., All awelded joint are of good quality. , High tensile steel with galvanized nut & bolts to be used. , The Circlips to be used are 25mm,. Allen Boult are also to tighten the closing cap,. Closing cap of HDPE / PPCP plastic is used,. PU PAINT
Providing and fixing Surf Board Single with standard class with used B class apolo pipe ISI mark with powder coated of size 947x625x1286 mm or equivalent beside painting with glow expoxy finish paint, earth work in excavation C.C work as required also etc complete as per instruction of engg in charge. PRODUCT AREA :- L x W x H 915mm x 762mm x 1372mm, SAFE PLAY AREA :- 1524mm x 1220mm, Surf Board equipment made up of 4inch "B" class MS pipe; Footrest frame support of dimension 250 x 150 x 5 mm is welded for supporting the seat. MS seat of size 380 x 300 x 5mm is used for supporting the foot pipe. dia. 60mm seamless pipe bushes. Permanent lubricated ball bearings 6205/6205 - 2rs., Foundation plate of dia 225mm and 10mm thickness is welded at bottom. All welded joint are of good quality. High tensile steel with galvanized nut and bolts to be used. The Circlips to be used are of 25mm. Allen bolts are also used to tighten the closing gap. Closing gap of HDPE/PPCP plastic is used. PU PAINT.
Providing and fixing Seating Standing Twister with standard class with used B class apolo pipe ISI mark with powder coated of size 12x4x10 feet equivalent beside painting with glow expoxy finish paint, earth work in excavation C.C work as required also etc complete as per instruction of engg in charge. PRODUCT AREA: L x W x H 1460mm x 1460mm x 1370mm SAFE PLAY AREA:- 1828mm x 1828mm , Standing twister equipment made of 3 inch "B"class of MS pipe. Prime stand duly , Foundation center pipe. The handle frame is made of 32mm OD MS pipe. The leg frame is made of 42mm OD MS pipe. Round plate of dia. 300mm and 10mm thickness is joined for standind and twisting. Dia. 60mm seamless pipe bushes. Permanent lubricated ball bearings 6205zz/6205 - 2rs. Foundation plate of dia. 175mm and 10mm thickness welded at bottom. All welded joints are of good quality. High tensile steel with galvanized nut and bolts to be used. The Circlips to be used are of 25mm. Allen bolts are also used to tighten the closing cap. Closing cap of HDPE/PPCP Plastic is used. PU PAINT.
Providing, hcisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement, with 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).
Peoviding and fixing standard size cast iron cast benches (1.5M) including trasportation etc all complete as per instruction of engineer in charge. CAPACITY:- 3 PERSON SIZE:- 5ft x 2ft x 3.5ft. Seating height:- 1.5ft. Leg material:- Heavy duty cast iron. Seating frame:- 2" x 0.5" rectangular MS pipe. Color as per buyers' choice.
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados,over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade 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 (1 cement : 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.
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) Holes 45 cm dia, and 45 cm deep
Providing and fixing FRP Rabit/Penguin dustbin of size Hight-1.50M or equivalanet beside painting with glow expoxy finish paint, earth work in excavation C.C work as required also etc complete as per instruction of engg in charge. Height: 4 feet. Capacity:- 50 - 60 litres. Material: FRP(fibre reinforced plastic). Thickness:- 4 - 5mm.
Letter Writing,Scenario painting ,writing to sign board ,slogan board with two or more coat base paint of approved enamal paint including painting,writing in english/hindi in required shades and shapes including all cost of labour and materials etc complete.
Total impact of GST for the purpose of CTC
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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