Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date1 Jan 2024
Closing DateCancelled
Tender Amount₹ 53,45,000 
Notes
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Costs

Description

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BOQ Items

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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)and curing complete

5.13

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Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)

16.03

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Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

16.03

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering finishing and reinforcement with 1:2.4(1 cement: 2 Coarse sand : 4 graded stone aggregate 20mm nominal size)

6.86

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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level. Thermo -Mechanically Treated bars of grade Fe-500D or more

620

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Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .

105.42

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Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.

42.67

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Edges of slabs and breaks in floors and walls under 20 cm wide

29.2

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Lintel, beams, plinth beams, girders, bressumers and cantilevers.

5.79

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Steel work in single section for without connectong plate including cutting hoisting and placing in position and priming coat for girdr

70

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Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S angles 40x40x6mm for diagonal braces

10.8

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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 promer all complete. Fixed to steel windows by welding

75

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12 mm Cement plaster (in coarse sand) of mix: 1:4 (1 cement:4 coarse sand)

40.87

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15mm thick Cement plaster or rough side of single or half brick wall of mix : 1:6 (1 cement : 6coarse sand)

192.87

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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 and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate

30.34

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Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm

233.74

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work

20.6

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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete

20.72

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Providing and fixing on wall for unplastcised rigid PVC rain water pipes including jointing with seal ring 75mm dia.

8.2

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Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.

18.58

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Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load

29.96

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Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load.

33.76

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Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load.

7.36

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Carriage of Brick from klin to site of work by M.T 15 km and by 100 mtr head load

7614

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Carriage of cement by M.T. 20 km and 100 mtr head load incl. cost of loading, unloading and stacking

12.63

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Carriage of steel by M.T. 20 km and 100 mtr head load incl. cost of loading, unloading and stacking

0.62

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Provision of Electric fitting inculding under ground conduit pipes, wiring , steel boxes and switches for 4 No light poinss(internal) with holder and Led bulbs and external 4 Nos with halogen/Led lights (external grade) including Service line Complete Job.

1

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Construction of 10000 Glns capacity GSR/Sump Tank Earth work in bulk excavation by manual means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and neatly dressed in all kinds of soil

62.11

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

6.52

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

4.34

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Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note:- Cement content considered in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works upto plinth level (Bed Slab+ Gola)

3.13

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Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note:- Cement content considered in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works above plinth level upto floor level V (Walling, beams)

8.58

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Reinforcement cement concrete work in Arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)

1.87

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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-500 or more

1086

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Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .

9.49

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Extra for shuttering in circular work (20% of respective centering and shuttering

9.49

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Centring and shuttering including strutting, propping etc and removal of form for walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.

124.78

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Extra for shuttering in circular work (20% of respective centering and shuttering

124.78

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Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.

11.37

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Extra for shuttering in circular work (20% of respective centering and shuttering

11.37

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centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 mtrs span.

19.02

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12mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1cement: 3 coarse sand)

46.62

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12 mm cement plaster of mix: 1 :4 (1 cement: 4 coarse sand)

77.8

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Extra for plastering on circular work not exceeding 6m in radius: In one coat

124.42

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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 and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate

25.46

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Providing and incorporating ( During concreting GP sheet strings water seal 1.25 mm nominal thick at const. joints including ends so as to form a continues barrier strips area excluding laps to be measured

50

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Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement

79

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Providing and fixing UPVC plain, bends 80mm dia

4

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Providing and fixing M.S. Manhole cover rectangular with frame 0.60 mtr x 0.60 mtr. Fabricated out of 25x25x6mm thick angle iron with MS Sheet 1.25mm thick with locking arrangement. The cover is to be grouted in cement concrete 1:2:4 complete as directed by Engineer-in-charge.

1

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Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. (medium) nominal bore for washout/ delivery main / welded with M.S. Plate 1.25 mm thick 150 x150 mm size etc. complete excluding cost of pipe.

3

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Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm

73.28

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Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural etc. as required in grating frames, guard bar, ladders, railing, brackets gates and similar.

70

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Carriage of sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 20 kms. and 500 mtr by head load

13.52

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Carriage of stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 20 kms and 500 mtr by head load

16.43

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Carriage of Stone aggregate above 40mm (Crushed) by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 20 km. and 500 mtr by head load

5.8

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Carriage of Steel by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 20 Kms and 500 mtr by head load

1.08

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Carriage of Cement from division head quarter by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 20 km and 500 mtr by head load

8.8

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Pipe Works: Providing , Laying and fitting of Rising main and Distribution system. 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, including dressing of sides and ramming of bottoms lit upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kind of soil

1120.66

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Providing and fixing of GI pipes complete with cost of G.I pipes / fittings / gate valves / sluice valve / flow meter on R/main & G/main / all types of pipe specials as per site requirement including handling of all type of carriages of material to the sites of work, interconnection at tapping point and delivery point with the exisiting system, (complete rate to be quoted by the Contractor) excluding trenching and refilling etc.

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GI pipe 80 mm dia (Medium)

100

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GI pipe 80 mm dia (Light)

1000

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GI pipe 65mm dia

400

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GI pipe 50mm dia

1100

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GI pipe 40mm dia

2000

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GI pipe 20mm dia

500

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GI pipe 15mm dia

500

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Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.

1008.6

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Welding of joints by electric arc welding including testing and commissioning of joint incl. carriage of set and all other accessories including making arrangement for electric supply / arrangement for generator etc. complete

20000

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Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 40 mm dia

5

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Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 50 mm dia

5

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Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 65 mm dia

6

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Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 80 mm dia

8

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Making interconnection of Gi distribution branch with GI Main by providing and fixing tee, union incl. cutting and threading of pipe etc complete 25mm to 40mm dia.

12

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Making interconnection of Gi distribution branch with GI Main by providing and fixing tee, union incl. cutting and threading of pipe etc complete 50mm to 80mm dia.

10

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

40

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Laying old cement concrete interlocking paver blocks of any design/ shape laid in required lane, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand , filling the joints with fine sand etc. alll complete as per the direction of Engineer-in- charge.

250

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Carriage of sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 10 kms. and 200 mtr by head load

18.8

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Carriage of stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 10 kms and 200 mtr by head load

35.6

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Carriage of Cement from division head quarter by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 15 kms and 200 mtr by head load

4.4

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Providing and installation of Household connections (FHTCs)

135

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