Life Mission Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
External Work At Chemmanad, Kasargod
Description
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Contact
Tender Id
2021_LMK_458611_1Bid Award Id
ViewTender No
LM/EW/71/TDLCCS-PILOT EXT WORKS/2020-21-4Tender Authority
Life Mission ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
10.25.2 : Item Shifted to head 14 as item 14.74Steel 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 steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
100
-
-
13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
5
-
-
SUMP TANK
-
-
-
2.7.1 : Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock
125.09
-
-
2.26.2 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
59.25
-
-
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
3.62
-
-
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
99.36
-
-
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
28.16
-
-
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.06
-
-
5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide
21.6
-
-
5.9.16.2 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsAbove 20 cm wide
6
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
2396.93
-
-
50.18.7.4.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall
95
-
-
50.18.7.6.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall
50
-
-
od242042/2021_2022 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer - in-charge. Cement content considered in this item is @ 330 kg/ cum. <br>All work upto plinth level
24.06
-
-
22.4.1 : Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete:Serrated with central bulb ( 225 mm wide, 8-11 mm thick)
21.6
-
-
13.9.1 : Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
122.92
-
-
13.21 : Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
104.48
-
-
100.41.34 : Supplying and fixing Rectangular CI manhole cover 455x610 mm with frame (low duty) charges including all cost, labour charges etc complete.
2
-
-
COMPOUND WALL AND GATE
-
-
-
2.8.1 : 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 up to 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
4.43
-
-
od242023/2021_2022 : Supply and installation of compound wall 1.5m height with ferrocement slab 5cm thick, 1.60 m width and 0.50m depth,erected on grooved (size 5 cm x 5 cm) post made of ferrocement with a minimum size 15 cmx15 cm placed at an interval of 1.50m, post placed on PCC 1:4:8.all joints to be filled with cm 1:4 including the cost of all materials, labour charges etc complete.
245.1
-
-
10.25.2 : Item Shifted to head 14 as item 14.74Steel 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 steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
121.5
-
-
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
6.75
-
-
SOLID WASTE TREATMENT (SS PORTABLE AEROBIC BIN) 2 UNITS
-
-
-
od242019/2021_2022 : Fabricating and supplying Type Aerobins of size 120x120x120 cm (inside) made with stainless steel (304 grade) hollow sections with necessary opening arrangements for operating .Frame post made of 50x50x1.5 mm and support posts made of 50x25x1.5 mm section .The roof should be made with stainless steel sheet of .8mm thick double side slope and double side open type . Platform made with 1.2 mm stainless steel sheet and necessary arrangements for draining waste water bin two side removable type double door and one swing type door covered by 25x25x2.5 mm mesh .The aerobic bin shall be finished with all necessary fittings ,labor and conveyance etc. as per the instructions ,specifications and approved drawings
2
-
-
2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
1.18
-
-
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
4.7
-
-
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
0.59
-
-
50.6.1.4 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
1.58
-
-
4.1.5 : 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 : 6 graded stone aggregate 20 mm nominal size)
1.59
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
7.92
-
-
OPEN WELL
-
-
-
100.3.1.1 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1071 & 1074
4.71
-
-
100.3.1.2 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 1.5m to 3.0m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
4.71
-
-
100.3.2.3 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 3.0 to 4.5 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
4.71
-
-
100.3.2.4 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 4.5 to 6.0 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
4.71
-
-
100.3.2.5 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 6.0 to 7.5 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
4.71
-
-
100.3.2.6 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 7.5 to 9.0 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
4.71
-
-
100.3.2.7 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 9.0 to 10.50 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
4.71
-
-
100.3.2.8 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 10.50 to 12.00 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
4.71
-
-
100.3.2.9 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 12.00 to 13.50 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
4.71
-
-
100.3.2.10 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 13.50 to 15.00 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
4.71
-
-
5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining
23.24
-
-
5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
1.88
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
94.2
-
-
13.1.2 : 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
23.24
-
-
WATER PUMPS AND ACCESSORIES
-
-
-
od242021/2021_2022 : Supply, installation, testing and commissioning of MPP type capacitor for 2HP motor.
4
-
-
od242033/2021_2022 : Supply, installation, testing and commissioning of 2HP Centrifugal monoset submersible pump, base plate, coupling, motor, starter panel, cabling upto panel, earthing, delivery and header pipes, valves etc as complete.
4
-
-
od242034/2021_2022 : Supply and installation of Single Phase Submersible Pump Controller 2HP including voltmeter, ammeter and all requirements
4
-
-
90.6.6.2 : Supply and drawing FRLS PVC insulated & sheathed 650/1100 V grade 3 core copper conductor flat cable for submersible pump motor conforming to IS 694 part I 1990 as required including giving necessary connections of the following sizes.
100
-
-
1.20.2 : Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.25 mm
50
-
-
od242038/2021_2022 : Supply and installation of MPP type capacitor for 5 HP motor.
1
-
-
od242040/2021_2022 : Supply, installation, testing and commissioning of 5HP submersible pump, base plate, coupling, motor, starter panel, cabling upto panel, earthing, delivery and header pipes, valves etc as complete.
1
-
-
od242041/2021_2022 : Supply, installation, testing and commissioning of DOL starter for 5HP motor from well to sump tank
1
-
-
90.6.6.3 : Supply and drawing FRLS PVC insulated & sheathed 650/1100 V grade 3 core copper conductor flat cable for submersible pump motor conforming to IS 694 part I 1990 as required including giving necessary connections of the following sizes.
30
-
-
LAND LEVELLING
-
-
-
2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
518.72
-
-
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
301.64
-
-
2.8.1 : 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 up to 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
24.75
-
-
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.5
-
-
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
29.25
-
-
13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
30
-
-
SEPTIC TANK AND DRAINAGE
-
-
-
2.7.1 : Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock
144.08
-
-
2.26.2 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
57.63
-
-
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
3.04
-
-
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.82
-
-
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
126.36
-
-
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
28.83
-
-
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
4.59
-
-
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
12.6
-
-
5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide
24.8
-
-
5.9.16.2 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsAbove 20 cm wide
8.88
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
3155.4
-
-
od242037/2021_2022 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer - in-charge. Cement content considered in this item is @ 330 kg/ cum. <br>All work upto plinth level
31.56
-
-
13.9.1 : Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
113.85
-
-
13.21 : Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
103.55
-
-
100.41.34 : Supplying and fixing Rectangular CI manhole cover 455x610 mm with frame (low duty) charges including all cost, labour charges etc complete.
2
-
-
18.32.1 : Constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm 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 F.P.S (non modular) bricks of class designation 7.5
4
-
-
18.33.1 : 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 100 mm 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 20 mm 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 F.P.S (non modular) bricks of class designation 7.5
14
-
-
18.37.1 : Constructing masonry chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand) for water meter complete with C.I double flap surface box 400x200x200 mm ( inside ) with locking arrangement and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 grades stone aggregate 20 nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5fine 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 F.P.S. ( non modular ) bricks of class designation 7.5
4
-
-
19.7.1.1 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weigh of cover 23 kg and weight of frame 15 kg):With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
16
-
-
19.8.1.1 : Extra for depth for manholesSize 90x80 cmWith common burnt clay F.P.S. ( non modular ) bricks of class designation 7.5
4.8
-
-
50.18.9.9.2 : Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2
200
-
-
50.18.9.10.1 : Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2
200
-
-
od242043/2021_2022 : Providing and fixing PVC moulded fittings / accessories for PVC pipes, including jointing with PVC solvent cement - 150 mm dia 45 degree Elbow
20
-
-
50.18.9.22.2 : Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia 45 degree Elbow
20
-
-
LT CABLE LAYING FROM TRANSFORMER
-
-
-
9.1.27 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2X 185 sq. mm (57mm)
2
-
-
90.12.2.34 : Supply and laying of one number additional PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground in the same trench in one tier horizontal formation including widening the trench by 20 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil)
50
-
-
od242025/2021_2022 : Supply and laying of 63/50 mm DWC Pipes made out of HDPE for mechanical protection to underground power/communication /OFC /Signal cables conforming to IS 1490 part II
40
-
-
External Lighting
-
-
-
od242020/2021_2022 : Supply, installation, testing and commissioning of 25W LED Street Light with pressure die-cast housing along with prismatic polycarbonate diffuser and LEDs with secondary optics & IP65 protection, including all accessories as required.
5
-
-
PAVER BLOCK PATHWAY
-
-
-
16.1 : Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
165
-
-
16.78.1 : Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
16.5
-
-
16.68 : Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
165
-
-
4.1.5 : 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 : 6 graded stone aggregate 20 mm nominal size)
2.2
-
-
SOAK PIT FOR SEPTIC TANK
-
-
-
2.8.1 : 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 up to 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
39.41
-
-
2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
9.85
-
-
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
20.44
-
-
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
1.36
-
-
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
9.48
-
-
5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide
10.36
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
128.23
-
-
od242028/2021_2022 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer - in-charge. Cement content considered in this item is @ 330 kg/ cum. <br>All work upto plinth level
1.28
-
-
100.41.34 : Supplying and fixing Rectangular CI manhole cover 455x610 mm with frame (low duty) charges including all cost, labour charges etc complete.
1
-
-
od242035/2021_2022 : Supplying, filling, spreading & leveling gravels of size range 10mm to 2 0 mm, in the Soak pit /waste pit , in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge
6.03
-
-
od242036/2021_2022 : Supplying, filling, spreading & leveling gravels of size range 40 mm, in the soak pit/waste pit , in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge
11.16
-
-
od242039/2021_2022 : Supplying, filling, spreading & levelling Brick bats , in recharge pit/waste pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges
3.44
-
-
WASTE PIT NO.1 (4.50X1.50X1.20MTR)
-
-
-
2.8.1 : 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 up to 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
49.58
-
-
2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
12.4
-
-
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.44
-
-
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
2
-
-
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
17.43
-
-
5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide
15.2
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
182.85
-
-
od242028/2021_2022 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer - in-charge. Cement content considered in this item is @ 330 kg/ cum. <br>All work upto plinth level
1.83
-
-
100.41.34 : Supplying and fixing Rectangular CI manhole cover 455x610 mm with frame (low duty) charges including all cost, labour charges etc complete.
1
-
-
od242035/2021_2022 : Supplying, filling, spreading & leveling gravels of size range 10mm to 2 0 mm, in the Soak pit /waste pit , in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge
9.55
-
-
od242036/2021_2022 : Supplying, filling, spreading & leveling gravels of size range 40 mm, in the soak pit/waste pit , in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge
17.22
-
-
od242039/2021_2022 : Supplying, filling, spreading & levelling Brick bats , in recharge pit/waste pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges
4.73
-
-
WASTE PIT NO.2 and NO.3 (SIZE 3.25X1.25X1.00MTR)
-
-
-
2.8.1 : 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 up to 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
80.66
-
-
2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
20.17
-
-
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
7.38
-
-
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
3.32
-
-
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
23.37
-
-
5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide
25.4
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
279.45
-
-
od242028/2021_2022 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer - in-charge. Cement content considered in this item is @ 330 kg/ cum. <br>All work upto plinth level
2.8
-
-
100.41.34 : Supplying and fixing Rectangular CI manhole cover 455x610 mm with frame (low duty) charges including all cost, labour charges etc complete.
2
-
-
od242035/2021_2022 : Supplying, filling, spreading & leveling gravels of size range 10mm to 2 0 mm, in the Soak pit /waste pit , in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge
18.06
-
-
od242036/2021_2022 : Supplying, filling, spreading & leveling gravels of size range 40 mm, in the soak pit/waste pit , in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge
29.41
-
-
od242039/2021_2022 : Supplying, filling, spreading & levelling Brick bats , in recharge pit/waste pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges
5.69
-
-
Diesel Generator
-
-
-
90.12.1.41 : Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).
25
-
-
9.2.29 : Supplying and making outdoor end termination with cast resin compound including aluminium lugs and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 16 sq. mm
2
-
-
od242026/2021_2022 : Supply, laying, fixing of the earthing conductor No. 10 SWG copper
50
-
-
od242029/2021_2022 : Preparation of necessary documents,forms, drawings, schemes, certificates,etc,and getting approval from KSEB/Electrical Inspectorate for the installation All expenses( except statutory charges ) shall be paid by the contractor.
1
-
-
od242030/2021_2022 : Supply & Installation, testing and commissioning of 15 kVA DG set complete with fuel tank, residential silencer , anti vibration pad, fuel piping and acoustic enclosure as per CPCB2 regulation,all meters and neutral CT and std by E/.F relay with AMF control panel system
1
-
-
od242031/2021_2022 : Supply, laying, fixing of the earthing conductor No. 8 SWG copper
50
-
-
od242032/2021_2022 : Earthing with G.I. earth pipe 2.5 metre long, 40 mm diameter including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.......
3
-
-
SHED FOR GENERATOR
-
-
-
2.8.1 : 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 up to 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
1.77
-
-
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
0.44
-
-
5.9.16.2 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsAbove 20 cm wide
3.9
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
180
-
-
od242028/2021_2022 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer - in-charge. Cement content considered in this item is @ 330 kg/ cum. <br>All work upto plinth level
1.8
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
5.16
-
-
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
5.16
-
-
10.2 : 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.
213.84
-
-
10.19 : Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
12.8
-
-
12.50 : 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 (5.5x55mm) 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.
9.72
-
-
12.51.2 : 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: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:Flashings / Aprons (Upto 600 mm)
12.6
-
-
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
9.72
-
-
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