Uttarakhand Agricultural Produce Marketing Board Tender
View complete overview of Uttarakhand UKAPMB Tender
Uttarakhand Agricultural Produce Marketing Board - UKAPMB Tender
Civil And Construction
Building Construction
Eprocure
Opening Date3 Sep 2024
Closing DateCancelled
Tender Amount₹ 1,91,34,000
Costs
EMD
₹ 3,83,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_UAPMB_74693_2Tender No
e-nivida -481/2024Tender Authority
Uttarakhand Agricultural Produce Marketing Board ViewPurchaser Address
-Website
http://https://www.ukapmb.org/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 2.27
40.7
95386
2343.66
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration 2.35.3.1
271.37
73937
272.46
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) 4.1.8
35.88
249277
6947.52
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) 6.1.2
13.81
102041
7388.94
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): 3 graded stone aggregate 20 mm nominal size) 5.1.2
16.29
150876
9261.9
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) : 3 graded stone aggregate 20 mm nominal size) 5.2.2
21.23
237079
11167.2
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. 5.22.6
4419
442783
100.2
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns 4.3.1
101.14
34571
341.82
Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts 4.3.3
188.78
166209
880.44
Providing and fixing of external wall system on Light gauge steel frame work with . Outer face having 6mm thick heavy duty fiber cement board fixed on 9mm thick heavy duty fiber cement board confirming to IS 14862:2000, category IV type A (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to 3mm shall be maintained and groves shall be sealed with silicon based sealant. The board shall be fixed in a staggered pattern.Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm and internal face 12.5mm thick gypsum plaster board fixed on 8mm thick fiber cement board confirming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately). 26.42
401.95
1649096
4102.74
Providing and fixing internal wall panels on Light gauge steel frame work with 12.5mm thick gypsum plaster board conforming IS 2095:2011 fixed on 8mm thick fiber cement board conforming to IS 14862:2000 of category III type B (High pressure steam cured) as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. Proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately) 26.43
239.02
607765
2542.74
Providing and fixing in all exterior face panels breathable vapour barrier underneath the cement fiber board as per National Building Code 2009 complete as per direction of Engineer-in-charge. 26.44
401.95
141783
352.74
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile E Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) 10.14.3.2
195.1
110926
568.56
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 9.21.1
79.68
180398
2264.04
Providing and fixing ISi marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete : 250x20x6 mm 9.65.2
60
4924
82.08
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm 9.66.1
60
2509
41.82
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper 9.101.2
15
1116
74.46
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. 8.31
73.25
90563
1236.36
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm 11.41.2
542.75
977308
1800.66
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) 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. 4.17
70.86
52213
736.86
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 13.80
1208.69
167016
138.18
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water
thinnable priming coat with cement primer 13.41.1
1208.69
222568
184.14
26.47Providing and fixing in position, 230mm thick factory made Expanded Polystyrene Core (EPS Core) roof/floor panels made of 3 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of panel, kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at an angle ranging from 50-70 degree). The EPS core shall consist of 100 mm
thick EPS of density not less than 20kg/ per cum. The bottom side of the panel shall be finished by applying a layer of 60-65 mm thick
cement mortar 1: 3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} À with the help of shotcreting equipment etc at a pressure of not less than 1 bar (100Kn/m2) and surface finished with trowel. The top face of the panel shall be provided and finished by applying 70-75 mm thick layer of cement concrete 1:1.5: 3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). Fixing operations of roof/floor panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge. 26.47
628.14
3124330
4973.94
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) 12.51.1
48.46
24208
499.56
12.45.1Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed fromM.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of requiredlength with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and
perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing
compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of
primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum plain board
conforming to IS: 2095- (Part I) : 2011 (Board with BIS certification marks) 12.45.1
426.44
571932
1341.18
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group B 1.10.2
259
243356
939.6
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 1.31
195
93834
481.2
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 1.14.1
595
104244
175.2
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 1.14.2
505
101202
200.4
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4 X 4 sq. mm + 2 X 4 sq. mm earth wire 1.14.8
445
164472
369.6
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 4 X 6 sq. mm + 2 X 6 sq. mm earth wire 1.14.9
315
148932
472.8
Supplying and fixing 3 pin, 5 A ceiling rose on the existing
junction box/ wooden block including connections etc. as
required. 1.33
62
4836
78
Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 1.50.1
45
19602
435.6
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door 2.4.1
65
239304
3681.6
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole 2.10.1
51
12178
238.8
Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 2.11
40
384
9.6
Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 A 2.15.3
73
243265
3332.4
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 5.4
38
283449
7459.2
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 5.9
30
4716
157.2
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.48
2000
21120
10.56
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having theR mal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with claMps at 1.00 M spacing. This includes jointing of pipes and fittings with one step CPVC solvent ceMent and the cost of cutting chases and Making good the saMe including testing of joints coMplete as per direction of Engineer in Charge. Concealed work including cutting chases and Making good the walls etc., 25 MM noMinal outer dia .Pipes. 18.8.3
42
28322
674.34
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having theR mal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent ceMent, trenching, refilling and testing of joints coMplete as per direction of Engineer in Charge. External work 50 mm nominal outer dia .Pipes. 18.9.6
36
34199
949.98
Providing and fixing unplasticised Rigid PVC soil and waste pipes confoR ming to IS: 13592 Type B including jointing with seal ring confoR ming to IS : 5382 leaving 10 MM gap for theR mal expansion. Single socketed pipes for working pressure of 4 kg/sqcM. 75 MM diaMeter (MiniMuM wall thickness 3.2MM) 18.9.8
36
84924
2359.02
100 MM diaMeter (MiniMuM wall thickness 3.2MM) 18.9.9
42
140089
3335.46
Providing and fixing unplasticised PVC Moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes confoR ming to IS: 13592 Type A including jointing with seal ring confoR ming to IS : 5382 leaving 10 MM gap for theR mal expansion. Coupler 75 mm 7192
18
388
21.6
Providing and fixing unplasticised PVC Moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes confoR ming to IS: 13592 Type A including jointing with seal ring confoR ming to IS : 5382 leaving 10 MM gap for theR mal expansion. Coupler 110 mm 7193
18
842
46.8
Providing and fixing unplasticised PVC Moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes confoR ming to IS: 13592 Type A including jointing with seal ring confoR ming to IS : 5382 leaving 10 MM gap for theR mal expansion. Single pushfit Coupler 75 mm 7194
18
388
21.6
Providing and fixing unplasticised PVC Moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes confoR ming to IS: 13592 Type A including jointing with seal ring confoR ming to IS : 5382 leaving 10 MM gap for theR mal expansion. Single pushfit Coupler 110 mm 7195
18
691
38.4
Providing and fixing unplasticised PVC Moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes confoR ming to IS: 13592 Type A including jointing with seal ring confoR ming to IS : 5382 leaving 10 MM gap for theR mal expansion. Single tee with door 75x75x75 mm 7196
18
1274
70.8
Providing and fixing unplasticised PVC Moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes confoR ming to IS: 13592 Type A including jointing with seal ring confoR ming to IS : 5382 leaving 10 MM gap for theR mal expansion. Single tee with door 110x110x110 mm 7197
18
1987
110.4
Providing and fixing unplasticised PVC Moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes confoR ming to IS: 13592 Type A including jointing with seal ring confoR ming to IS : 5382 leaving 10 MM gap for theR mal expansion. Single tee without door 75x75x75 mm 7198
18
993
55.2
Providing and fixing unplasticised PVC Moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes confoR ming to IS: 13592 Type A including jointing with seal ring confoR ming to IS : 5382 leaving 10 MM gap for theR mal expansion. Single tee without door 110x110x110 mm 7199
18
1749
97.2
Providing and fixing unplasticised PVC Moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes confoR ming to IS: 13592 Type A including jointing with seal ring confoR ming to IS : 5382 leaving 10 MM gap for theR mal expansion. Bend 87.50 75 mm bend 7208
18
756
42
Providing and fixing unplasticised PVC Moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes confoR ming to IS: 13592 Type A including jointing with seal ring confoR ming to IS : 5382 leaving 10 MM gap for theR mal expansion. Bend 87.50 110 mm bend 7209
18
1274
70.8
Providing and fixing white vitreous china extended wall Mounting water closet of size 780x370x690 MM of approved shape including providing and fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc coMplete. 17.78
2
33245
16622.94
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 17.7.1
2
7410
3705.24
Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 17.22A
2
2119
1059.66
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 17.31
2
3079
1539.66
Providing and fixing toilet paper holder : C.P. brass 17.34.1
2
1401
700.5
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore 18.49.1
2
1005
502.74
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore 18.52.1
2
1455
727.5
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore 18.53.1
2
1276
638.4
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :100 mm diameter S.W. pipe 19.2.1
24
23529
980.4
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :200 mm diameter S.W. pipe 19.2.3
45
62899
1397.76
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter 12.41.2
45
16472
366.06
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 180x150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 19.4.3.1
15
43372
2891.52
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With coMMon burnt clay bricks of 25 kg /sqcM coMpressive strength. 18.33.1
18
200629
11146.08
Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. MISC 1-1-2
430.08
44797
104.16
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction MISC 1-2
40.32
14134
350.56
By Mechanical Transport including loading,unloading and stacking Earth 1.1.2
470.4
113930
242.2
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MISC 2-2
12.48
59301
4751.71
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction MISC 1-4
247.04
866880
3509.07
Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means In area of thorny jungle 2-2-1-B MORD
2250
19980
8.88
Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and crosssections as per Technical Specification Clause 302.3.5 3-8-3 MORD
135
10795
79.97
CWBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By Mechanical Means 4-7-2-B MORD
225
610949
2715.33
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 2-2 MISC
45
213826
4751.71
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 11-4-1-1 MORD
105.5
586132
5555.76
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) 11-4-3-1 MORD
18.75
122637
6540.69
Cement Concrete (PCC M-30) Pavement:-
Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. 2-3 MISC
450
2886660
6414.8
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements