Guwahati Metropolitan Development Authority Tender
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Guwahati Metropolitan Development Authority - GMDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date23 Feb 2023
Closing Date28 Feb 2023
Tender Amount₹ 6,03,51,000
Costs
EMD
₹ 12,07,020Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_GMDA_29514_1Bid Award Id
ViewTender No
GMDA/DEV/119/2022/Pt-II/20Tender Authority
Guwahati Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://gmda.assam.gov.in/
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Documents
BOQ Items
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RCC box culvert (3m x 2.5m)
-
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
C) Reinforced Cement Concrete
210
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-
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Excavation in Marshy Soil
Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with
requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6
369
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-
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Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
369
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-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
2091
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-
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
92.25
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-
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
92.25
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-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
37.95
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-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
677.25
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-
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
195
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RCC covered (load bearing) drain (3m x 2.5m)
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
C) Reinforced Cement Concrete
770
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-
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Excavation in Marshy Soil
Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with
requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6
1353
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-
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Removal of Unsuitable Soil with Disposal upto 1000 m
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
1353
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-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,
dressing of sides and bottom and backfilling in trenches with excavated suitable material.
7667
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-
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
338.25
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-
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
338.25
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-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
133.49
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-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
2471.15
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-
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
715
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-
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RCC open drain (3m x 2.5m)
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
C) Reinforced Cement Concrete
140
-
-
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Excavation in Marshy Soil
Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with
requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6
246
-
-
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Removal of Unsuitable Soil with Disposal upto 1000 m
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
246
-
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,
dressing of sides and bottom and backfilling in trenches with excavated suitable material.
1271
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-
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
61.5
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
61.5
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-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
16.15
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-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
318.5
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-
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
130
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Construction of boundary wall
-
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge
All kinds of soil.
233.16
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
46.98
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:. Cement mortar 1:4 (1 cement : 4 coarse sand)
19.58
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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 (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
19.58
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
4663.72
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
2108.45
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Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
295.8
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Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers
174
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Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts
313.2
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
45.24
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
15.66
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
Cement mortar 1:4 (1 cement : 4 coarse sand)
117.45
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12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
783
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-
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15 mm cement plaster on the rough side of single or half brick wall of mix :
1:4 (1 cement: 4 fine sand)
783
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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
1566
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Sluice Gate Civil Works
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Excavation in Marshy Soil
Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with
requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6
277.2
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-
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Removal of Unsuitable Soil with Disposal upto 1000 m
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
49.2
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-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,
dressing of sides and bottom and backfilling in trenches with excavated suitable material.
32
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-
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
123.6
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-
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
82.4
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-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1.74
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
Without plasticiser
Using concrete Mixer RCC Grade M 25
Height 5m to 10m
19.28
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Sluice Gate Mechanical Works
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Fabrication and Installation of Shutter
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SKIN PLATE: M.S. Plate 6mm ( ISMC Specification) for new fabrication of shutter skin plate.
550
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SHUTTER FRAME : M.S Channel Size : 175 mm x75mmx 6 mm for new fabrication of shutter frame
170
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HORIZONTAL & VERTICAL STIFFENERS FOR SHUTTER : M.S Channel Size : 150mm x75mmx 6 mm for new fabrication Horizontal &Vertical Stiffeners
300
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M.S. Channel (175x75x6 ) mm for shutter over top
85
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M.S Angle 75x75x8 mm
150
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M.S. Flat (50x6)mm for fixing rubber seal
50
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“J” type Resilient rubber seal ,125 mm (best quality)
12
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“J” type Corner /Seal retainer strip ,125 mm
4
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Nuts & Bolts
5
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M.S. Plate 10 mm for brackets
50
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M.S Electrode 8 SWG
12
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Making & Supply of C.I roller to accommodate rotation of the iron shutter having specific suitable collar 10-12 mm & centre hole 10-20 mm, effective length 100-120 mm Size: 100mm x150mm
6
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‘F’ shaped roller bracket made of 10 mm thickness of size 75x200 mm with hole as per direction to accommodate above roller , Size : 100 x150 mm
6
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Fabrication and Installation of Guide channel
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M.S. Channel 200 x 100 mm for Guide Channel.
1150
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M.S. Channel 250 x 80 mm for Bottom Channels etc.
120
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M.S. Plate 10 mm for fitting of Guide Pairs of Channel
350
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M.S Angle (75x75 x 8)mm for anchoring.
120
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Guide channel separator stud with nut on both end with tube of length 250mm to 460mm, for double acting Guide Channel.
20
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M.S. Electrode ,8SWG
8
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GI Pipe 25 mm dia for Double guide channel
7
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Fabrication & Installation of the Operating Systems & Lifting Arrangement
-
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C.C Counter Weight circular type of dia. around 400mm with 25 mm dia. Hole in the centre with weight of 150-300kg as per direction( fine finished)
350
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Counter Weight Holder made of 20 mm to 25mm dia. rod of length 0.5 to 0.8 M with 100x50 mm channel at the base & ring at the top.
2
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Supply of M.S. Shaft (best quality) 75 mm dia.
6
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Thread cutting 2 TPI including fine finishing and making hole in one end as per direction for 63mm dia shaft ,
3.5
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Shaft Pin of length up to 150 mm & 20 mm dia.
1
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H.D Thrust Ball Bearing (ISI mark) size 75 mm
1
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Steel wire Rope,16 mm
20
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‘U’ Clamp 16 mm
10
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C.I. Boss with internal thread cutting 2TPI making groove for bearing slot for lock plate &1.5’’drill for providing handle as per direction. size:150 mmX 200 mm
1
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M.S Base Plate 300X300x10 mm
1
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M.S Lock Plate 300X300x8 mm
1
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Distant tube with pin, size 100 X 12 mm
10
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Clamp for lock plate
4
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G.I pipe for Boss handle, separator tube size: 25mm
5
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M.S Electrode 8 swg
5
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Fabrication & Installation of Platform with Ladder
-
-
-
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M.S. Plate 6mm for platform, ladder.
200
-
-
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M.S. Channel 150 x 100 mm for platform support
120
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-
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M.S angle ( 75x75x8) mm for vertical railing post , platform support etc.
110
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-
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M.S angle ( 50x50x6 ) mm for Horizontal railing rows
100
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-
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M.S. Electrode 8 SWG
6
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M.S. Nuts & Bolt
2
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-
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MISC Commissioning Items
-
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Skilled labour to be engaged for welding works of arc and gas cutting , measuring &fine finishing works during fabrication & installation 3 nos x 12 days = 36 Men days
36
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Hire charge of crane with Capacity of 8 ton with operator excluding fuel & lubricant ( Rate as per schl rate of WRD sl. No.17 pg.12 )
8
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Filled Oxygen Gas
84
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-
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Filled D.A Gas
42
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-
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HS Diesel for Arc welding generator
425
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W.B Grease
2
-
-
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Nylon Rope
35
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-
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Red oxide primer
8
-
-
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Antisol red oxide paint
8
-
-
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Turpentine oil
8
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-
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Steel wire brush
4
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-
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Painting brush 3”
4
-
-
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APDCL Cost
(Bidgetory Lump Sump amount for 76,40,037)
1
-
-
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Design and Supervision Charge forconsultant (L/S)
1
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Evaluation Notes How It Works ?
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