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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
Tender Value
₹51.3 L
EMD Value
₹51,500
Closing Date
19 Aug 2020, 5:00 pmClosed
XEN
Jal Shakti (PHE) Division Doda
Construction of 01 No. Sedimentation Tank at source, 01 No. Fitter Operator Quarter, 01 No. 50000 Gallons Cap. Service Reservoir and Chain Link Fencing around Civil Structures under Water Supply Scheme Medical College Doda (Ghat) (Deposit Work)
2020_PHE_100563_4
e-NIT No. EE/JSD/D/04 of 07/2020
Open Tender
Civil Works
Item Wise
60 days
Doda
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Yes
XEN
₹51,500
Yes
20 Aug 2020
20 Jul 2020
20 Aug 2020
20 Jul 2020
19 Aug 2020
20 Jul 2020
Amount
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan depth upto 1.5mtr including disposal of excavated earth upto 1mtr from cutting edge, disposed earth is to be leveled and neatly dressed in: a) 70% all kind of soil and 30% Ordinary rock.
b) 60% all kind of soil and 40% Ordinary rock.
c) 55% all kind of soil and 45% Ordinary rock.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, All work upto plinth level: a) 1:4:8 (1 Cement: 4 Coarse sand: 8 graded stone aggregate 40mm nominal size) crushed.
b) 1:2:4 (1 Cement: 2 Coarse sand: 4 graded stone aggregate 20mm nominal size) crushed.
Providing and laying cement concrete in retaining wall, return wall, walls (any thickness) including attached pilaster columns, paiers, abutments, pillars, posts, struts, buttresses are laces courses, parapets coping bed blocks anchor blocks, plain window, sills, sunken, floors, fillets etc. upton floor ‘V’ level excluding the cost of centering, shuttering and finishing: a) 1.1½:3 (1 Cement: 1½: Coarse sand: 3 graded stone aggregate 20mm nominal size) crushed.
Providing and laying in position specified grade of reinforcement cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth level: a) 1: 1½:3 (1 Cement: 1½ Coarse sand: 3 graded stone aggregate 20mm nominal size) crushed.
b) 1:2:4 (1 Cement: 2 Coarse sand: 4 graded stone aggregate 20mm nominal size) crushed.
Reinforced cement concrete works in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, column, pillars, pier, abutment posts one struts etc. upto floor ‘V’ level excluding the cost of centering, shuttering, finishing and reinforcement: a) 1: 1½:3 (1 Cement: 1½ Coarse sand: 3 graded stone 20mm nominal size) crushed.
b) 1:2:4 (1 Cement: 2 Coarse sand: 4 graded stone aggregate 20mm nominal size) crushed.
R.C.C. work in beams suspended floors, roofs having slope upto 15° landing, balconies, shelves, chajjas, lintels, bands, plain window sills, stair case and spiral stair cases upto floor ‘V’ level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 Cement: 2 Coarse sand: 4 graded stone aggregate 20mm nominal size) crushed.
Providing and laying upto floor five level R.C.C. in krebs steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with b) 1:2:4 (1 Cement: 2 Coarse sand: 4 graded stone aggregate 20mm nominal size) crushed.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 75 in foundation and plinth in 1:6 (1 Cement: 6 fine sand).
Extra for brick work in superstructure above plinth level upto floor ‘V’ level (by manual means)
Centering and shuttering including strutting, propping etc. a) Foundation, footings, bases of columns etc. for mass concrete.
b) Wall (any thickness) including attached pilaster, buttresses, plinth and string course.
c) Suspended floors, roofs landing and balconies and access platform.
d) Arches, domes, valuts, upto 6m span.
e) Extra for shuttering in circular work 20%
f) Lintels, beams and plinth beam, girders, bressumer and cantilevers.
g) Add 20% extra for circular work (take item 16 (b) @ 342.80)
Filling available excavated earth in trenches, plinth, and side of foundation etc. lead upto 50mtr lift upto 1.5mtr.
Reinforcement for R.C.C. Work including straightening, cutting, bending, placing in position and binding all complete could twisted bar.
12mm cement plaster finished with a floating coast of neat cement mix 1:3 (1 Cement: 3 Fine sand)
15mm cement plaster finished with a floating coast of neat cement mix 1:4 (1 Cement: 4 Fine sand)
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 50mm thick with 20mm nominal size stone aggregate (Crusher).
Manhole cover L.D. Rectangular 455 × 610mm with frame.
Providing and fixing aluminum tower bolts ISI marked anodized transparent or dyed to required colour or shade with necessary screw etc. complete: (i) 300 × 10mm.
Providing corresponded G.S. Sheet roofing including vertical, curved surface fixed with polymer coated J or L hooks, bolts, and nuts 8mm diameter with bitumen and G.I. limpet washers, filled with white lead and including a cost of approved steel primer and two coats of approved paint of overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface) excluding the cost of purloins, rafter and trusses and including cutting to size and shape where ever required 0.63mm thick zinc coating not less then 275gm/m2.
Providing corresponded G.S. Sheet roofing including vertical, curved surface fixed with polymer coated J or L hooks, bolts, and nuts 8mm diameter with bitumen and G.I. limpet washers, filled with white lead and including a cost of approved steel primer and two coats of approved paint of overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface) excluding the cost of purloins, rafter and trusses and including cutting to size and shape where ever required 0.63mm thick zinc coating not less then 275gm/m2.
Providing and fixing 35mm thick wire gauze shutters using galvanized M.S. Wire Gauge of average width for a perture 1.4mm in both direction with wire of dia 0.63mm for doors, window and clerestory window with hinges and necessary screw First class Kail wood.
Distemper with oil bound washable distemper or approved brand and manufacture to give an even shade (New work) two or more coat over including primer coat with cement primer.
Finishing wall with water proofing cement paints of required shade new work (two or more coats) applied @ 3.84Kg/10Sqm.
Painting with synthetic enamel paint of approved branded manufacture of required colour to give an even shade two or more coat of new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
Varnishing with varnish of approved brand and manufacture one ore more coats with spar varnish.
Providing and fixing 1st quality ceramic glazed tiles conforming to IS: 13753 minimum thickness 5mm of approved make like, NITCO, ORIENT, SOMNAY, KAJARIA or equivalent make in all colour, shades expect burgundy, bottle green, black of any size as approved by engineer incharge in skirting, risers of steps and dados over 12mm 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 and matching shade complete.
Providing and fixing ceramic glazed floor tiles 300 5 300mm (thickness to be specified by the manufacture) of 1st class confirming to IS: 13755 of NITCO, ORIENT, SOMNAY, KAJARIA or equivalent make in colour such as white, Lvory, Grey, Fume Red Brown laid on 20mm thick bed of cement mortar 1:4 (1 Cement: 4 Coarse sand) including pointing the joints the joints with white cement and matching pigment etc. complete.
Providing and placing on terrace (at all floor level) polyethylene water storage tank ISI: 12701 marked indication the Bis license No. with cover and suitable lacking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fittings and the base support for tank (Sintex, Electro Plast, Star, Lotus, Fusion, Intex, or equivalent having valid ISI License).
Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead upto 50mm lift upto 1.5mm in: All kinds of soil.
Dry hand packed stone filling under post block.
Providing and fixing G.I. Chain Link Fabric fencing of required with in mesh size 25 × 25mm made of G.I. wire of dia 3mm including strengthening with 2mm dia wire or nuts, bolts, and washer are required complete as per direction of engineer incharge.
Supply at site angle iron posts and struts of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10mm dia etc. complete.
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacture specification.
Supply and fixing of PGI Sheet in wall joints.
Providing for electric fitting including cost of wire, PVC Pipe and other accessories L/S.
P/F Plywood ceiling of 4mm thick including proposing base for fixing of plywood complete job (as per norms of R&B Department Doda).
Providing and fixing paneled or paneled and glazed shutter for doors, windows and clerestory windows including ISI marked M.S. pressed butt hinges bright finished for required size with necessary screws excluding paneling which will be paid for separately, all complete as per direction of engineer incharge. Second class Kail wood.
Labour Engaged for fitting of Inlet, Outlet, washout/overflow Pipes etc. i) Fitter
ii) Labour
iii) Welder
Carriage of Sand & Bajri 20mm nominal size from source to site of work at an average distance 29Km by Mechanical Transport.
Carriage of Steel Door and Window from source to site of work at an average distance 08Km by Mechanical Transport.
Carriage of Sand & Bajri 20mm nominal size from road side to site of work at an average distance 03Km by Head Load.
Carriage of 40mm nominal size stone aggregate from source to site of work at an average distance of 1.00Km by Head Load.
Carriage of Steel Door and Window from road side to site of work at an average distance 200Mtrs. by Head Load.
Structural steel work 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 aluminum handles ISDI marked anodized (anodic coating not less then graded AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screw etc. complete.
Provision for main gate L/S
UNIVERSAL GROUP OF ENGINEERS
M/S UNIQUE GROUP OF ENGINEERS
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