INKEL Limited Tender
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INKEL Limited - INKEL Tender
Eprocure
Opening Date13 Jul 2020
Closing DateCancelled
Tender Amount₹ 99,65,430
Costs
EMD
₹ 50,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Development Of Government Medical College, Thiruvananthapuram Phase I External Infrastructure Development Upgrading / Diverting / Relocating Existing Water Supply Lines For Kerala Water Authority
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
2020_INKEL_371490_1Bid Award Id
ViewTender No
NIT/INKEL/KIIFB/2020-21/101Tender Authority
INKEL Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: 1.50m to 3.0m;All kinds of soil(Ref. Item No. 2.11 of DSR)
2.5
-
-
18.72.18 : Providing and laying S & S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329:250 mm dia Ductile Iron Class K - 9 pipes
690
-
-
18.30.6 : Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:250 mm diameter pipe
28
-
-
18.30.4 : Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:150 mm diameter pipe
8
-
-
18.70.4 : Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:250 mm dia pipes
126
-
-
18.83.6 : Labour for cutting C.I. pipe with steel saw.250 mm diameter C.I. pipe
15
-
-
18.68.1 : Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
2.5
-
-
18.69.1 : Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia
1
-
-
Fabricating MS pipes of size 250mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
0.5
-
-
Fabricating MS flanges of diameter 250 mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
1
-
-
Cutting 250 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
3
-
-
Welding 250mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
3
-
-
Grinding cut and weld edges of 250 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
3
-
-
Fabricating MS pipes of size 450mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates
0.5
-
-
Fabricating MS flanges of diameter 450 mm using 16 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
2
-
-
Cutting 450 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
5
-
-
Welding 450mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates
5
-
-
Grinding cut and weld edges of 450 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
5
-
-
Fabricating MS pipes of size 500mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
0.5
-
-
Fabricating MS flanges of diameter 500 mm using 16 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
2
-
-
Cutting 500 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates
5
-
-
Welding 500 mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates
5
-
-
Grinding cut and weld edges of 500 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
5
-
-
Fabricating MS pipes of size 600mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
0.5
-
-
Fabricating MS flanges of diameter 600 mm using 16 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
3
-
-
Cutting 600mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
6
-
-
Welding 600 mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
6
-
-
Grinding cut and weld edges of 600 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
6
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 160 mm nominal outer dia pipes.
40
-
-
Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals.(Data Prepared based on PWD SDB - Item No.1009)
700
-
-
Engaging Fitter (grade 1)
10
-
-
Engaging Coolie
20
-
-
18.31.5.2 : Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):250 mm diameterClass II
7
-
-
18.31.3.1 : Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):150 mm diameterClass I
4
-
-
Restoration of tar/concrete cut portion by providing and laying in position cement concrete 75mm thick of specified grade 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size)
416
-
-
Construction of valve chamber 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
22.31
-
-
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)
1.86
-
-
Reinforced cement concrete 1:2:4 using 20 mm metal including watering ,curing,hire charges of form work,centering and shuttering for valve chamber and including the cost of cemnt 320 kg/m3 and excluding cost of reinforcement
10.52
-
-
5.22.1 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
1045
-
-
13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
47.19
-
-
Conveying CI MH cover with frame from the dept.store to site and placing in position etc.complete
11
-
-
Providing and fixing in position industrial type pressure gauges with gun metal/ brass valves in pipe lines including all specials etc complete
2
-
-
Supply of materials Supply of CIMH cover
11
-
-
Supply of PVC Pipe, 10kg/cm2, 160mm Dia.
40
-
-
150mm CID class - 15
8
-
-
250mm CIR
14
-
-
KWA-MCS-RELAYING 160 mm PVC DISTRIBUTION MAIN IN ROAD 2(FROM MOTHER AND CHILD STATUE TO MULTI SPECIALITY BLOCK)
-
-
-
Civil Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
150
-
-
15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
1.88
-
-
15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
1.2
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :;All kinds of soil(Ref. Item No. 2.10.1 of DSR)
217.5
-
-
Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals.(Data Prepared based on PWD SDB - Item No.1009)
600
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).;63 mm nominal outer dia pipes.
15
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).90 mm nominal outer dia pipes.
15
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).;110 mm nominal outer dia pipes.
25
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 160 mm nominal outer dia pipes.
275
-
-
Supply of PVC Pipe, 10kg/cm2, 63mm Dia.
15
-
-
Supply of PVC Pipe, 10kg/cm2, 90mm Dia.
15
-
-
Supply of PVC Pipe, 10kg/cm2, 160mm Dia.
300
-
-
Supply of PVC Coupling 90mm, 8 kg/cm2
5
-
-
PVC Coupling 110mm, 8 kg/cm2
5
-
-
Supply of PVC Coupling 160mm, 8 kg/cm2
50
-
-
Supply of PVC Pipe, 10kg/cm2, 40mm Dia.
15
-
-
Supply of PVC Pipe, 10kg/cm2, 50mm Dia.
15
-
-
Supplying conveying and fixing 75x63mm/ 75x50mm/ 75x40mm PVC Reducer 10kgf/cm2 etc complete
5
-
-
Supplying conveying and fixing 75mm 90degree/45 degree/22.5 degree/11.25 degree bend etc complete
10
-
-
Supplying conveying and fixing 90x75mm 10kgf/cm2 Reducer including all expenses etc complete
3
-
-
Supplying conveying and fixing 90mm dia 90degree/45 degree/22.5 degree/11.25 degree bend including all expenses etc complete;
10
-
-
Supplying conveying and fixing 110x90mm pvc Reducer 10kgf/cm2 including all expenses etc complete.
3
-
-
Supplying conveying and fixing 110mm dia 10kgf/cm2 90degree/45 degree/22.5 degree/11.25 degree bend including all expenses etc complete.
10
-
-
Supplying conveying and fixing 110x110mm PVC Tee 10kgf/cm2including all expenses etc complete.
3
-
-
Supplying conveying and fixing 160x110mm PVC Reducer 10kgf/cm2including all expenses etc complete.
3
-
-
Supplying conveying and fixing 160x110mm PVC Tee 10kgf/cm2including all expenses etc complete.
5
-
-
Supplying conveying and fixing 160x160mm PVC Tee 10kgf/cm2 including all expenses etc complete.
3
-
-
Supplying conveying and fixing 160mm dia PVC Bend 10kgf/cm2 ISI mark in position including all expenses etc complete.
10
-
-
Supply of CI double Flanged Sluice Valve conforming to IS 14846-2000 Sluice valve with cap PN 1.0 size 100mm.
4
-
-
Supply of CI double Flanged Sluice Valve conforming to IS 14846-2000 Sluice valve with cap PN 1.0 size 150mm.
4
-
-
Engaging Coolie
10
-
-
Engaging Fitter (grade 1)
10
-
-
Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber addition etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 100 mm diameter. Class I Data derived from item no.18.31.1.1of DAR
4
-
-
Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber additions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :150 mm diameter. Class I Data derived from item no.18.31.3.1 of DAR
4
-
-
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
48
-
-
Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.NEW DATA (Prepared based on PWD SDB - Item No.1009
80
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
113.92
-
-
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)
3.6
-
-
5.1.2 : 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 :3 graded stone aggregate 20 mm nominal size
14.76
-
-
5.22.4 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hot rolled deformed bars
1164
-
-
19.16 : Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)Complete as per design
16
-
-
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)
0.6
-
-
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
1.44
-
-
Supplying and fixing in position 560mm dia ci cover (heavy duty-HD20) with frame heavy duty as per IS 1726-1991
8
-
-
Supply of DI specials
3
-
-
KWA-MCS-RELAYING 160 mm PVC DISTRIBUTION MAIN IN ROAD 1(FROM MOTHER AND CHILD STATUE TO NEW CAUSALITY)
-
-
-
Civil Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
25
-
-
15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
4.2
-
-
15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
1.73
-
-
15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
2.5
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m ;All kinds of soil (Ref. Item No. 2.10.1 of DSR)
315
-
-
Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009)
600
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).63 mm nominal outer dia pipes.
30
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).90 mm nominal outer dia pipes
25
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).;110 mm nominal outer dia pipes
25
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 160 mm nominal outer dia pipes.
480
-
-
Supply of PVC Pipe, 10kg/cm2, 63mm Dia.
40
-
-
Supply of PVC Pipe, 10kg/cm2, 90mm Dia.
40
-
-
Supply of PVC Pipe, 10kg/cm2, 160mm Dia.
510
-
-
Supply of PVC Coupling 90mm, 8 kg/cm2;
10
-
-
PVC Coupling 110mm, 8 kg/cm2
10
-
-
Supply of PVC Coupling 160mm, 8 kg/cm2
100
-
-
Supply of PVC Pipe, 10kg/cm2, 40mm Dia.
25
-
-
Supply of PVC Pipe, 10kg/cm2, 50mm Dia.
25
-
-
Supply of CI double Flanged Sluice Valve conforming to IS 14846-2000 Sluice valve with cap PN 1.0 size 100mm
2
-
-
Supply of CI double Flanged Sluice Valve conforming to IS 14846-2000 Sluice valve with cap PN 1.0 size 1500mm
5
-
-
Supplying conveying and fixing 75x63mm/ 75x50mm/ 75x40mm PVC Reducer 10kgf/cm2 etc complete
10
-
-
Supplying conveying and fixing 75mm 90degree/45 degree/22.5 degree/11.25 degree bend etc complete
15
-
-
Supplying conveying and fixing 90x75mm 10kgf/cm2 Reducer including all expenses etc complete
5
-
-
Supplying conveying and fixing 90mm dia 90degree/45 degree/22.5 degree/11.25 degree bend including all expenses etc complete
15
-
-
Supplying conveying and fixing 90x90mm PVC Reducer 10kgf/cm2 including all expenses etc complete.
5
-
-
Supplying conveying and fixing 110x90mm pvc Reducer 10kgf/cm2 including all expenses etc complete.
5
-
-
Supplying conveying and fixing 110mm dia 10kgf/cm2 90degree/45 degree/22.5 degree/11.25 degree bend including all expenses etc complete.
15
-
-
Supplying conveying and fixing 110x110mm PVC Tee 10kgf/cm2 including all expenses etc complete.
3
-
-
Supplying conveying and fixing 160x110mm PVC Reducer 10kgf/cm2 including all expenses etc complete.
5
-
-
Supplying conveying and fixing 160x110mm PVC Tee 10kgf/cm2 including all expenses etc complete.
5
-
-
Supplying conveying and fixing 160x160mm PVC Tee 10kgf/cm2 including all expenses etc complete.
5
-
-
Supplying conveying and fixing 160mm dia PVC Bend 10kgf/cm2 ISI mark in position including all expenses etc complete.
15
-
-
Engaging Coolie
10
-
-
Engaging Fitter (grade 1)
10
-
-
Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber addition etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 100 mm diameter. Class I Data derived from item no.18.31.1.1of DAR
2
-
-
Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber additions etc. excluding the cost of valve (the tail pieces if required will be paid separately) 150 mm diameter. Class I Data derived from item no.18.31.3.1 of DAR
5
-
-
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
42
-
-
Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.NEW DATA (Prepared based on PWD SDB - Item No.1009;
70
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
99.68
-
-
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)
3.15
-
-
5.1.2 : 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 :3 graded stone aggregate 20 mm nominal size
14.08
-
-
5.22.4 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars
1018
-
-
19.16 : Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)Complete as per design
14
-
-
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)
0.72
-
-
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
3
-
-
Supplying and fixing in position 560mm dia ci cover (heavy duty-HD20) with frame as per IS 1726-1991
7
-
-
Supply of DI specials
4
-
-
KWA-MCS-RELAYING 160 mm PVC DISTRIBUTION MAIN IN ROAD 4 (TOWARDS CHILD DEVELOPMENT CENTER NEAR PG LADIES HOSTEL TO SREECHITHRA SBI ATM IN FRONT OF SAT HOSPITAL)
-
-
-
Civil Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
15
-
-
15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
2.5
-
-
15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
0.28
-
-
15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
2.16
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m All kinds of soil (Ref. Item No. 2.10.1 of DSR)
2.1
-
-
Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals.(Data Prepared based on PWD SDB - Item No.1009)
600
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).63 mm nominal outer dia pipes
15
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).90 mm nominal outer dia pipes.
15
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).110 mm nominal outer dia pipes.
60
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 160 mm nominal outer dia pipes.
275
-
-
Supply of PVC Pipe, 10kg/cm2, 63mm Dia.
15
-
-
Supply of PVC Pipe, 10kg/cm2, 90mm Dia.
15
-
-
Supply of PVC Pipe, 10kg/cm2, 160mm Dia.
275
-
-
Supply of PVC Coupling 90mm, 8 kg/cm2
5
-
-
PVC Coupling 110mm, 8 kg/cm2
5
-
-
Supply of PVC Coupling 160mm, 8 kg/cm2
50
-
-
Supply of PVC Pipe, 10kg/cm2, 40mm Dia.
15
-
-
Supply of PVC Pipe, 10kg/cm2, 50mm Dia.
15
-
-
Supplying conveying and fixing 75x63mm/ 75x50mm/ 75x40mm PVC Reducer 10kgf/cm2 etc complete
5
-
-
Supplying conveying and fixing 90mm dia 90degree/45 degree/22.5 degree/11.25 degree bend including all expenses etc complete
10
-
-
Supplying conveying and fixing 110x90mm pvc Reducer 10kgf/cm2 including all expenses etc complete.
5
-
-
Supplying conveying and fixing 110mm dia 10kgf/cm2 90degree/45 degree/22.5 degree/11.25 degree bend including all expenses etc complete
10
-
-
Supplying conveying and fixing 160x110mm PVC Reducer 10kgf/cm2including all expenses etc complete.
5
-
-
Supplying conveying and fixing 160x110mm PVC Tee 10kgf/cm2including all expenses etc complete.
3
-
-
Supplying conveying and fixing 160x160mm PVC Tee 10kgf/cm2 including all expenses etc complete.
5
-
-
Supplying conveying and fixing 160mm dia PVC Bend 10kgf/cm2 ISI mark in position including all expenses etc complete.
10
-
-
Supply of CI double Flanged Sluice Valve conforming to IS 14846-2000 Sluice valve with cap PN 1.0 size 100mm.
3
-
-
Supply of CI double Flanged Sluice Valve conforming to IS 14846-2000 Sluice valve with cap PN 1.0 size 150mm.
3
-
-
Engaging Coolie
10
-
-
Engaging Fitter (grade 1)
10
-
-
Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber addition etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 100 mm diameter. Class I Data derived from item no.18.31.1.1of DAR
3
-
-
Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber additions etc. excluding the cost of valve (the tail pieces if required will be paid separately) ;150 mm diameter. Class I Data derived from item no.18.31.3.1 of DAR
3
-
-
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
36
-
-
Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.NEW DATA (Prepared based on PWD SDB - Item No.1009;
60
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
73.44
-
-
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)
2.7
-
-
5.1.2 : 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 :3 graded stone aggregate 20 mm nominal size
11.74
-
-
5.22.4 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hot rolled deformed bars
951
-
-
19.16 : Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design
12
-
-
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)
0.48
-
-
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
2.4
-
-
Supplying and fixing in position 560mm dia ci cover (heavy duty-HD20) with frame as per IS 1726-1991
7
-
-
Supply of DI specials
3
-
-
16.83 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
30
-
-
KWA-MCH-DIVERTING 300 mm DI FROM KUMARAPURAM ,CONSTRUCTING DAMAGED MANHOLES NEAR KWA OFFICE,LAYING SEWER MAIN,RAISING MANHOLE AND VALVE CHAMBER INFRONT KWA OFFICE
-
-
-
Diverting 300mm DI from Kumarapuram Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil;(Ref. Item No. 2.10.1 of DSR);
125
-
-
15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
1.05
-
-
15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
8.94
-
-
15.45.3 : Dismantling C.I pipes including excavation and refilling trenches after taking out the pipes, manually / by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer - in- Charge:Above 300 mm diameter
25
-
-
18.72.19 : Providing and laying S & S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329:300 mm dia Ductile iron Class K-9 pipes
100
-
-
18.31.6.2 : Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):300 mm diameter Class II
1
-
-
18.70.5 : Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe
20
-
-
Supply of MS plate
1
-
-
18.25.1 : Providing and laying S & S C.I standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class):Upto 300 mm dia
4
-
-
Cutting MS sheet, pipe and specials by gas cutting including cost of gas,all labour and hire charges of tools etc complete
2000
-
-
Grinding the cut edges / welded portions in MS sheet, pipe and specials by grinding machine including all labour and hire charges of tools etc complete.
3000
-
-
Welding MS sheet, pipe and special by gas or electric plant for three run welding including cost of welding rod / gas, all labour and hire charges of tools etc complete.
3000
-
-
Bending and levelling of MS sheets for making pipe and special by bending machine including all labour and hire charges of tools etc complete but excluding cost and conveyance of MS sheet
125
-
-
Fabricating MS pipes of size 300mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates
11
-
-
Fabricating MS flanges of diameter 300 mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates
4
-
-
Cutting 300 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
6
-
-
Welding 300 mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
4
-
-
Grinding cut and weld edges of 300 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
5
-
-
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
12.8
-
-
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)
0.72
-
-
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
12
-
-
4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
2.97
-
-
Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals.(Data Prepared based on PWD SDB - Item No.1009)
50
-
-
Engaging Coolie
5
-
-
Engaging Fitter (grade 1)
5
-
-
Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.NEW DATA (Prepared based on PWD SDB - Item No.1009
10
-
-
2.17.1 : Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5 m
12
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
26.23
-
-
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)
0.9
-
-
Random rubble masonry with department rubble for foundation and plinth excluding levelling up up to plinth level with mortar 1:6(1 ceemnt :6 coarse sand)
1.5
-
-
5.22.4 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars
290
-
-
Supplying and fixing in position 560mm dia ci cover (heavy duty-HD20) with frame as per IS 1726-1991
2
-
-
Diverting 110mm Water mains Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
12.5
-
-
50.18.9.9.1 : 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.110 mm dia 6Kgf/cm2
85
-
-
Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals.(Data Prepared based on PWD SDB - Item No.1009)
60
-
-
18.17.1 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
1
-
-
18.31.1.2 : Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):100 mm diameter Class II
1
-
-
Supplying and fixing 160x250 mm bore saddle piece for providing connection to the 110 mm dia line etc.complete
1
-
-
Constructing new manholes and diverting sewer main 15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
0.25
-
-
15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
1.5
-
-
15.43.2 : Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
33.3
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil
61.56
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: 1.50m to 3.0m All kinds of soil;(Ref. Item No. 2.11 of DSR)
3.6
-
-
Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals.(Data Prepared based on PWD SDB - Item No.1009)
50
-
-
2.16.1 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
102
-
-
2.16.2 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
8
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).110 mm nominal outer dia pipes.
10
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).200 mm nominal outer dia pipes
50
-
-
Supply of PVC Pipe, 6kg/cm2, 110mm Dia.
12
-
-
Supply of PVC Pipe, 6kg/cm2, 200mm Dia
50
-
-
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
12
-
-
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, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m for for 2nd depth of 1.50 m to 3.00 m - All kinds of soil.
1.2
-
-
Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.NEW DATA (Prepared based on PWD SDB - Item No.1009
20
-
-
2.17.1 : Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5 m
6
-
-
2.17.2 : Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
1.2
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
1.81
-
-
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)
1.3
-
-
4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
2.05
-
-
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)
0.75
-
-
5.22.4 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hot rolled deformed bars
201
-
-
19.21.1 : Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix( 1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 100 to 250 mm diameter
10
-
-
13.9.1 : Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
2.26
-
-
19.16 : Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design
8
-
-
Removing the CI or RCC manhole cover with frame (heavy duty),after chipping the existing cement concrete and re fixing the cover after raising the manhole by 20 cm with CC 1:2:4 as per specification
5
-
-
Plugging the full portion of the mouth of 150 mm to 200 mm dia sewer main using clay filled gunny bags and removing the same after completion of the work
6
-
-
Manhole cleaning above 3m depth, Cleaning the manhole at main line and branches above 3m depth including removing the silt and other floated matters and destroying the debris at convenient places as directed by the departmental officers
5
-
-
Manhole cleaning upto 3m depth, Cleaning the manhole at main line and branches up to depthof 3m including removing the silt and other floated matters and destroying the debris at convenient places as directed by the departmental officers
5
-
-
Conveying from casting yard and fixing the RCC cover slab of size 1.60 mm dia ,18 cm thick including cost of 5 kg cement
2
-
-
Supplying and fixing in position 560mm dia ci cover (heavy duty-HD20) with frame as per IS 1726-1991
7
-
-
Plugging the full portion of the mouth of 225mm to 300 mm dia sewer main using clay filled gunny bags and removing the same after completion of the work
5
-
-
Cleaning 150mm line with cleaning rod, cleaning the silt deposited inside the sewer line of 150 mm dia withh the help of sewer cleaning equipment and scrappers fitted in nylon wire insaerted from one manhole to next removing floated matters and silt collected in the lower manhole conveying and carrying the same in suitable places as directed by deprt officers including cost of oil ,carbolic soap,phenyle and hire charges for the bucket and other tools etc.complete
60
-
-
Cleaning 100mm line with cleaning rod , cleaning the silt deposited inside the sewer line of 100 mm dia withh the help of sewer cleaning equipment and scrappers fitted in nylon wire insaerted from one manhole to next removing floated matters and silt collected in the lower manhole conveying and carrying the same in suitable places as directed by deprt officers including cost of oil ,carbolic soap,phenyle and hire charges for the bucket and other tools etc.complete
25
-
-
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
-
-
Engaging Coolie
10
-
-
Random rubble masonry with department rubble for foundation and plinth excluding levelling up up to plinth level with mortar 1:6(1 ceemnt :6 coarse sand)
4.5
-
-
DIVERTING WATER SUPPLY JICA LINE IN CONNECTION WITH THE CONSTRUCTION OF BYPASS ROAD TOWARDS SAT
-
-
-
Working Charges 15.43.2 : Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
90
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil;(Ref. Item No. 2.10.1 of DSR)
168.7
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-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: 1.50m to 3.0mAll kinds of soil;(Ref. Item No. 2.11 of DSR)
2.5
-
-
Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals.(Data Prepared based on PWD SDB - Item No.1009)
140
-
-
Fabricating MS pipes of size 300mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates
139
-
-
Fabricating MS flanges of diameter 300 mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates
26
-
-
Cutting 300 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
32
-
-
Welding 300 mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
50
-
-
Grinding cut and weld edges of 300 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
50
-
-
Fabricating MS pipes of size 350mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
1.5
-
-
Fabricating MS flanges of diameter 350 mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
6
-
-
Cutting 350 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
6
-
-
Welding 350 mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates
10
-
-
Grinding cut and weld edges of 350 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates
10
-
-
Fabricating MS pipes of size 400mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
0.5
-
-
Fabricating MS flanges of diameter 400 mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates
2
-
-
Cutting 400 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
2
-
-
Welding 400 mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
4
-
-
Grinding cut and weld edges of 400 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
4
-
-
Fabricating MS pipes of size 450mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates
0.5
-
-
Fabricating MS flanges of diameter 450 mm using 16 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
2
-
-
Cutting 450 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
2
-
-
Welding 450mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates
4
-
-
Grinding cut and weld edges of 450 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
4
-
-
Fabricating MS pipes of size 500mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
0.5
-
-
Fabricating MS flanges of diameter 500 mm using 16 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
2
-
-
Cutting 500 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates
2
-
-
Welding 500 mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates
4
-
-
Grinding cut and weld edges of 500 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
4
-
-
Fabricating MS pipes of size 100mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates
0.5
-
-
Fabricating MS pipes of size 100mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates
1
-
-
Cutting 100mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates
2
-
-
Welding 100mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
4
-
-
Grinding cut and weld edges of 100mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
4
-
-
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).110 mm nominal outer dia pipes.
5
-
-
Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber inserations etc. excluding the cost of valve (the tail pieces if required will be paid separately) :100 mm diameter. Class IIData derived from item no.18.31.1.2of DAR
1
-
-
Providing IR sheet for MS flanged-joint cutting required shape and size making necessary holes to acess of bolt etc...complete
4.48
-
-
Providing 500 mm dia Rubber gasket to the mechanical joint
2
-
-
Providing 450 mm dia rubber gasket to the mechanical joint
2
-
-
Providing 400 mm dia rubber gasket to the mechanical joint
2
-
-
Providing 350 mm dia rubber gasket to the mechanical joint
2
-
-
Providing of 100mm CI tail piece
2
-
-
Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber additions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :300 mm diameter. Class II Data derived from item no.18.31.3.1 of DAR
3
-
-
Sub Data for providing earth filled cement bags including cutting of the earth ,filling ,conveying and placing in position
15
-
-
Engaging Fitter (grade 1)
2
-
-
Man engaged for assisting fitter
10
-
-
4.2.3 : Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
0.58
-
-
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.
218.72
-
-
Construction of valve chamber -4 nos Earthwork excavation in all classes of soil for the foundation for the chamber including the disposal of surplus earth as directed by the department officers
13.5
-
-
Cement concrete 1:4:8 using 40 mm metal for th efoundation footing of the chamber including watering curing and cost of cement 170 kg/m3 etc..complete
1.01
-
-
Reinforced cement concrete 1:2:4 using 20 mm metal including watering ,curing,hire charges of form work,centering and shuttering for valve chamber and including the cost of cemnt 320 kg/m3 and excluding cost of reinforcement
3.83
-
-
Steel reinforcement for RCC work including straightening ,cutting,bending ,placing in position and binding all complete including the cost of reinforcement etc complete
385
-
-
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.
36.8
-
-
Plastering with cemnt mortar 1:4 12 mm thick one floated hard and trowelled smooth including the cost of cement 7.67 kg/m2
17.16
-
-
Conveying CI MH Cover with frame from the department store to site and placing in position etc complete
4
-
-
Cost of materials Supply of PVC Pipe, 10kg/cm2, 110mm Dia.
5
-
-
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
1
-
-
Supply of 100 mm CID joint
1
-
-
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm.
3
-
-
CI MH Cover with frame size 600 x 600 mm
3
-
-
Supply Bolts and Nuts 27mm dia 120mm long
250
-
-
Supply of labour - plumber
5
-
-
Supply of labour - mazdoor
15
-
-
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