Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Civil And Construction
Eprocure
Opening Date1 Oct 2024
Closing Date22 Oct 2024
Tender Amount₹ 1,03,44,669
Costs
EMD
₹ 2,06,893Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_WRDD_759878_1Bid Award Id
ViewTender No
Core SectorWRDDBOLIPOF202425Tender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://http://wbwridd.gov.in/
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Documents
BOQ Items
Supplying, testing and installation of open Weave Jute Geo-textile (JGT) having overall weight of 500 gm/sq. m, thickness 6 mm, width 1220 mm, Tensile strength 10 KN/m (Warp direction) × 7.50 KN/m (weft direction) on slopes of embankments dressed and cut to a gradient asper design and drawing for control of surface soil erosion on proposed bank slope of embankment including the cost of preparation of subgrade and excavating the trenches of 500 mm deep and spade-width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11 gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the work site, all leads and lifts complete. (Payment will made on the basis of finished surface area of the slope)
1557.6
90340
58
Earth Work in Excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone), including removing, spreding or stacking the spoils,within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottoms, bailing out water as required complete. a)Depth of excavation not exceeding 1500mm.
29.8
3554
119.27
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand.(Payment to be made on measurement of finished quantity) B) Do - by fine sand.
5.7
3263
572.55
Oridinary Cement Concrete (Mix 1:2:4) graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any ground floor ,a) pakur variety. for inlet & out let.
11.9
57277
4812.46
200mm Thich Brick Work with fly ash bricks set in cement sand mortar (1:6) including racking out joints curing,scaffolding.etc complete in all respect.(a) ground floor for inlet & out let.
18.89
86464
4577
Providing & laying reinforced cement concrete pipe NP3with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural roads of MORD. a)RCC pipe (NP3) with spigot socket- dia of pipe 600mm each length 2.50m For 1 no. inlet &1 no. outlet Structure.
40
111076
2776.92
Supplying,fitting & fixing including transportation of sign board for identifying the exact location of the Scheme(one at road side & other at site)the board will be made 3mm thick MS Sheet of size 300mm x 600mm fitted & fixed on 50mm GI pipe of including cutting ,weiding & writting of both side of sign board. Base -Yellow with words -Black.Both bottom end of the stands pipe will be grouted in 1:2:4 cc on a single brick flat soling.This will include one materials & labour complete as per drawing and direction of E.I.C.
1
3677
3677.51
Bailing out water by pump including all leds and lifts and including making all arrangements for dispossal,where continous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of EIC.60% of existing volume.
121.65
2798
23
Exavation in ordinarysoil/ mixed soil,i.e clay mixed with moorum, kankar, pebble,silt dry or moist;/ slushy silt/ sticky soil for WDS/WHS/RESERVOIR/SFMIS etc with hydraulic exavetor of required bucket capacity including cutting and loding in tippers,triming bottom and side slop in accordance with requirment of lines, grades and cross section and transporting to embankment/ disposal site within all lifts andlead upto 1000 m including spreading, levelling disposed spoils at disposed area. (mode of mesurement pre-work and post work.) 80% of total earth work.
16574.88
1624338
98
Exavations in gravel/ moorum/ kankar/ compact moorum/very much weather rock / sticky soil mixed with moorum or ghooting for WDS/WHS/RESERVOIR/SFMIS etc with hydraulic exavetor of required bucket capacity including cutting and loding in tippers,triming bottom and side slop in accordance with requirment of lines, grades and cross section and transporting to embankment/ disposal site within all lifts andlead upto 1500 m including spreading, levelling disposed spoils at disposed area. (mode of mesurement pre-work and post work.) 20% of total earth work.
4143.72
468240
113
Supplying, testing and installation of open Weave Jute Geo-textile (JGT) having overall weight of 500 gm/sq. m, thickness 6 mm, width 1220 mm, Tensile strength 10 KN/m (Warp direction) × 7.50 KN/m (weft direction) on slopes of embankments dressed and cut to a gradient asper design and drawing for control of surface soil erosion on proposed bank slope of embankment including the cost of preparation of subgrade and excavating the trenches of 500 mm deep and spade-width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11 gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the work site, all leads and lifts complete. (Payment will made on the basis of finished surface area of the slope)
2400
139200
58
Earth Work in Excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone), including removing, spreding or stacking the spoils,within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottoms, bailing out water as required complete. a)Depth of excavation not exceeding 1500mm.
29.8
3554
119.27
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand.(Payment to be made on measurement of finished quantity) B) Do - by fine sand.
5.7
3263
572.55
Oridinary Cement Concrete (Mix 1:2:4) graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any ground floor ,a) pakur variety. for inlet & out let.
11.9
57277
4812.46
200mm Thich Brick Work with fly ash bricks set in cement sand mortar (1:6) including racking out joints curing,scaffolding.etc complete in all respect.(a) ground floor for inlet & out let.
18.89
86464
4577
Providing & laying reinforced cement concrete pipe NP3with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural roads of MORD. a)RCC pipe (NP3) with spigot socket- dia of pipe 600mm each length 2.50m For 1 no. inlet &1 no. outlet Structure.
40
111076
2776.92
Supplying,fitting & fixing including transportation of sign board for identifying the exact location of the Scheme(one at road side & other at site)the board will be made 3mm thick MS Sheet of size 300mm x 600mm fitted & fixed on 50mm GI pipe of including cutting ,weiding & writting of both side of sign board. Base -Yellow with words -Black.Both bottom end of the stands pipe will be grouted in 1:2:4 cc on a single brick flat soling.This will include one materials & labour complete as per drawing and direction of E.I.C.
1
3677
3677.51
Bailing out water by pump including all leds and lifts and including making all arrangements for dispossal,where continous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of EIC.60% of existing volume.
145.18
3339
23
Exavation in ordinarysoil/ mixed soil,i.e clay mixed with moorum, kankar, pebble,silt dry or moist;/ slushy silt/ sticky soil for WDS/WHS/RESERVOIR/SFMIS etc with hydraulic exavetor of required bucket capacity including cutting and loding in tippers,triming bottom and side slop in accordance with requirment of lines, grades and cross section and transporting to embankment/ disposal site within all lifts andlead upto 1000 m including spreading, levelling disposed spoils at disposed area. (mode of mesurement pre-work and post work.) 80% of total earth work.
17115.76
1677344
98
Exavations in gravel/ moorum/ kankar/ compact moorum/very much weather rock / sticky soil mixed with moorum or ghooting for WDS/WHS/RESERVOIR/SFMIS etc with hydraulic exavetor of required bucket capacity including cutting and loding in tippers,triming bottom and side slop in accordance with requirment of lines, grades and cross section and transporting to embankment/ disposal site within all lifts andlead upto 1500 m including spreading, levelling disposed spoils at disposed area. (mode of mesurement pre-work and post work.) 20% of total earth work.
4278.94
483520
113
Supplying, testing and installation of open Weave Jute Geo-textile (JGT) having overall weight of 500 gm/sq. m, thickness 6 mm, width 1220 mm, Tensile strength 10 KN/m (Warp direction) × 7.50 KN/m (weft direction) on slopes of embankments dressed and cut to a gradient asper design and drawing for control of surface soil erosion on proposed bank slope of embankment including the cost of preparation of subgrade and excavating the trenches of 500 mm deep and spade-width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11 gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the work site, all leads and lifts complete. (Payment will made on the basis of finished surface area of the slope)
2700
156600
58
Earth Work in Excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone), including removing, spreding or stacking the spoils,within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottoms, bailing out water as required complete. a)Depth of excavation not exceeding 1500mm.
29.8
3554
119.27
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand.(Payment to be made on measurement of finished quantity) B) Do - by fine sand.
5.7
3263
572.55
Oridinary Cement Concrete (Mix 1:2:4) graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any ground floor ,a) pakur variety. for inlet & out let.
11.9
57277
4812.46
200mm Thich Brick Work with fly ash bricks set in cement sand mortar (1:6) including racking out joints curing,scaffolding.etc complete in all respect.(a) ground floor for inlet & out let.
18.89
86464
4577
Providing & laying reinforced cement concrete pipe NP3with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural roads of MORD. a)RCC pipe (NP3) with spigot socket- dia of pipe 600mm each length 2.50m For 1 no. inlet &1 no. outlet Structure.
40
111076
2776.92
Supplying,fitting & fixing including transportation of sign board for identifying the exact location of the Scheme(one at road side & other at site)the board will be made 3mm thick MS Sheet of size 300mm x 600mm fitted & fixed on 50mm GI pipe of including cutting ,weiding & writting of both side of sign board. Base -Yellow with words -Black.Both bottom end of the stands pipe will be grouted in 1:2:4 cc on a single brick flat soling.This will include one materials & labour complete as per drawing and direction of E.I.C.
1
3677
3677.51
Bailing out water by pump including all leds and lifts and including making all arrangements for dispossal,where continous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of EIC.60% of existing volume.
43.23
994
23
Exavation in ordinarysoil/ mixed soil,i.e clay mixed with moorum, kankar, pebble,silt dry or moist;/ slushy silt/ sticky soil for WDS/WHS/RESERVOIR/SFMIS etc with hydraulic exavetor of required bucket capacity including cutting and loding in tippers,triming bottom and side slop in accordance with requirment of lines, grades and cross section and transporting to embankment/ disposal site within all lifts andlead upto 1000 m including spreading, levelling disposed spoils at disposed area. (mode of mesurement pre-work and post work.) 70% of total earth work.
7558.92
740773
98
Exavations in gravel/ moorum/ kankar/ compact moorum/very much weather rock / sticky soil mixed with moorum or ghooting for WDS/WHS/RESERVOIR/SFMIS etc with hydraulic exavetor of required bucket capacity including cutting and loding in tippers,triming bottom and side slop in accordance with requirment of lines, grades and cross section and transporting to embankment/ disposal site within all lifts andlead upto 1500 m including spreading, levelling disposed spoils at disposed area. (mode of mesurement pre-work and post work.) 30% of total earth work.
3239.54
366067
113
Supplying, testing and installation of open Weave Jute Geo-textile (JGT) having overall weight of 500 gm/sq. m, thickness 6 mm, width 1220 mm, Tensile strength 10 KN/m (Warp direction) × 7.50 KN/m (weft direction) on slopes of embankments dressed and cut to a gradient asper design and drawing for control of surface soil erosion on proposed bank slope of embankment including the cost of preparation of subgrade and excavating the trenches of 500 mm deep and spade-width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11 gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the work site, all leads and lifts complete. (Payment will made on the basis of finished surface area of the slope)
1644
95352
58
Earth Work in Excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone), including removing, spreding or stacking the spoils,within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottoms, bailing out water as required complete. a)Depth of excavation not exceeding 1500mm.
29.8
3554
119.27
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand.(Payment to be made on measurement of finished quantity) B) Do - by fine sand.
5.7
3263
572.55
Oridinary Cement Concrete (Mix 1:2:4) graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any ground floor ,a) pakur variety. for inlet & out let.
11.9
57277
4812.46
200mm Thich Brick Work with fly ash bricks set in cement sand mortar (1:6) including racking out joints curing,scaffolding.etc complete in all respect.(a) ground floor for inlet & out let.
18.89
86464
4577
Providing & laying reinforced cement concrete pipe NP3with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural roads of MORD. a)RCC pipe (NP3) with spigot socket- dia of pipe 600mm each length 2.50m For 1 no. inlet &1 no. outlet Structure.
40
111076
2776.92
Supplying,fitting & fixing including transportation of sign board for identifying the exact location of the Scheme(one at road side & other at site)the board will be made 3mm thick MS Sheet of size 300mm x 600mm fitted & fixed on 50mm GI pipe of including cutting ,weiding & writting of both side of sign board. Base -Yellow with words -Black.Both bottom end of the stands pipe will be grouted in 1:2:4 cc on a single brick flat soling.This will include one materials & labour complete as per drawing and direction of E.I.C.
1
3677
3677.51
Bailing out water by pump including all leds and lifts and including making all arrangements for dispossal,where continous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of EIC.60% of existing volume.
49.19
1131
23
Exavation in ordinarysoil/ mixed soil,i.e clay mixed with moorum, kankar, pebble,silt dry or moist;/ slushy silt/ sticky soil for WDS/WHS/RESERVOIR/SFMIS etc with hydraulic exavetor of required bucket capacity including cutting and loding in tippers,triming bottom and side slop in accordance with requirment of lines, grades and cross section and transporting to embankment/ disposal site within all lifts andlead upto 1000 m including spreading, levelling disposed spoils at disposed area. (mode of mesurement pre-work and post work.) 90% of total earth work.
7609
745681
98
Exavations in gravel/ moorum/ kankar/ compact moorum/very much weather rock / sticky soil mixed with moorum or ghooting for WDS/WHS/RESERVOIR/SFMIS etc with hydraulic exavetor of required bucket capacity including cutting and loding in tippers,triming bottom and side slop in accordance with requirment of lines, grades and cross section and transporting to embankment/ disposal site within all lifts andlead upto 1500 m including spreading, levelling disposed spoils at disposed area. (mode of mesurement pre-work and post work.) 10% of total earth work.
845.44
95535
113
Supplying, testing and installation of open Weave Jute Geo-textile (JGT) having overall weight of 500 gm/sq. m, thickness 6 mm, width 1220 mm, Tensile strength 10 KN/m (Warp direction) × 7.50 KN/m (weft direction) on slopes of embankments dressed and cut to a gradient asper design and drawing for control of surface soil erosion on proposed bank slope of embankment including the cost of preparation of subgrade and excavating the trenches of 500 mm deep and spade-width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11 gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the work site, all leads and lifts complete. (Payment will made on the basis of finished surface area of the slope)
1848
107184
58
Earth Work in Excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone), including removing, spreding or stacking the spoils,within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottoms, bailing out water as required complete. a)Depth of excavation not exceeding 1500mm.
29.8
3554
119.27
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand.(Payment to be made on measurement of finished quantity) B) Do - by fine sand.
5.7
3263
572.55
Oridinary Cement Concrete (Mix 1:2:4) graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any ground floor ,a) pakur variety. for inlet & out let.
11.9
56780
4770.66
200mm Thich Brick Work with fly ash bricks set in cement sand mortar (1:6) including racking out joints curing,scaffolding.etc complete in all respect.(a) ground floor for inlet & out let.
18.8
86024
4577
Providing & laying reinforced cement concrete pipe NP3with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural roads of MORD. a)RCC pipe (NP3) with spigot socket- dia of pipe 600mm each length 2.50m For 1 no. inlet &1 no. outlet Structure.
40
108596
2714.92
Supplying,fitting & fixing including transportation of sign board for identifying the exact location of the Scheme(one at road side & other at site)the board will be made 3mm thick MS Sheet of size 300mm x 600mm fitted & fixed on 50mm GI pipe of including cutting ,weiding & writting of both side of sign board. Base -Yellow with words -Black.Both bottom end of the stands pipe will be grouted in 1:2:4 cc on a single brick flat soling.This will include one materials & labour complete as per drawing and direction of E.I.C.
1
3677
3677.51
Adding 12 % GST on SL.No.(1.0 to 5.9)
1
1097383
1097383.58
`Adding Cess 1% on (toatl value)
1
102422
102422.47
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