Bridges Construction Of 18.0 Meter 3 Span Of 6.0 Meter Atconstruction Of Bridge In Km. 1 / 800 Onkolona- Ghodegaonroad And Construction Of 18.0 Meter 3 Span Of 6.0 Meter Atconstruction Of Bridge In Km. 6 / 700 Vijaygopal To Sawangi -Yenderoad , Taluka De

Tender Notice

29545402
Bridges Construction Of 18.0 Meter 3 Span Of 6.0 Meter Atconstruction Of Bridge In Km. 1 / 800 Onkolona- Ghodegaonroad And Construction Of 18.0 Meter 3 Span Of 6.0 Meter Atconstruction Of Bridge In Km. 6 / 700 Vijaygopal To Sawangi -Yenderoad , Taluka De
Indian
Maharashtra
12-10-2021
02-11-2021
08-11-2021

Tender Details

Bridges Construction Of 18.0 Meter 3 Span Of 6.0 Meter Atconstruction Of Bridge In Km. 1 / 800 Onkolona- Ghodegaonroad And Construction Of 18.0 Meter 3 Span Of 6.0 Meter Atconstruction Of Bridge In Km. 6 / 700 Vijaygopal To Sawangi -Yenderoad , Taluka Deoli District Wardha Package No-War-Adb-Br-06

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INR 11200 /-
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INR 98000.00 /-
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NAME OF WORK : Bridges Construction of 18.0 meter 3 span of 6.0 Meter atCONSTRUCTION OF BRIDGE IN KM. 1/800 ONKOLONA- GHODEGAONROAD AND Construction of 18.0 meter 3 span of 6.0 Meter atCONSTRUCTION OF BRIDGE IN KM. 6/700 VIJAYGOPAL TO SAWANGI -YENDEROAD , TALUKA DEOLI DISTRICT WARDHA PACKAGE NO-WAR-ADB-BR-06
Sl. No. Item Description
1CONSTRUCTION / 5 YEAR MAINTENANCE OF CONSTRUCTION OF BRIDGE IN KM. 1/800 ONKOLONA- GHODEGAONROAD, TALUKA DEOLIDISTRICT WARDHA
2Bill No. 1 Bridge work foundation
3Dismantling 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 un
4Removing all types of Hume pipes and stacking withi leadincluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
5Earthwork 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 side
6I) Ordinary soil
7ii) 3.00 TO 6.00 M DEPTH
8II) Ordinary rock (not requiring blasting)
9Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.
10B1) For raft with cut off in sandy strata
11B2) Other strata like B.C. Soil, Soft murum etc.
12Providing concrete for plain cement concrete M-10 in open foundations complete as per drawing and Technical Specification Clauses 802,803,1202 and 1203
13Providing and laying in situ/ ready mix controlled grade of M-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete.
14Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
15Providing and laying in situ/ ready mix concrete controlled reinforcedcement concrete M-25 of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mi
16Providing concrete for plain cement concrete M-15 in foundations complete as per drawing and Technical Specification Clauses 802,803,1202 and 1203
17Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301
18Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
19Bill No. 2 Bridge work Sub-structure
20Providing and laying Plain cement concrete M-20 in substructure complete as per drawings and technical specification Clauses 802, 803,1202 ans 1203
21Providing and laying in situ M-25 R.C.C. of trap / granite / quartzite / gneiss metal for RCC work, of Box return with reversible Drum Type mixer with natural sand etc. including scaffolding compaction, formwork finishing and curing complete (excluding re
22Providing and laying in situ/ ready mix controlled M-25 cement concrete of trap/ granite/ quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/ steel formwork, compacting by vibrating
23Bill No. 3 Bridge work Super-structure
24Providing and laying Reinforced cement concrete M-25in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
25Providing and laying cement concrete wearing course M-30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
26Providing and laying in situ M-25 R.C.C. of trap / granite / quartzite / gneiss metal for RCC work, of ballast walls, kerbs with reversible Drum Type mixer with natural sand etc. including scaffolding compaction, formwork finishing and curing complete (ex
27Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawin
28Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as pe
29Supplying, fitting and placing TMT bar reinforcement (Fe 500) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
30Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
31Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
32Expansion joint with 25 mm thich bitumenous pad
33Providing Tar paper bearing of approved quality in proper size etc. complete
34Providingand laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum
35Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Item No. 12.10 (I) / P.No. 50)
36Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing
37Providing and fixing granite/ marble table of 15 mm to 18 mm thickness, including making goorve in wall / concrete surface filling joints with slurry, curing polishing, rounding edges, as required cleaning etc. complete of size and description as per deta
38Bill No. 4 Bridge work Approches
39Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201
40Excavation for roadway in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transportating to the e
41Construction of embankment with approved materials with 95% P.D. deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specifi
42Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per technical Spec
43Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by
44Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope andcompacting with vibratory roller to meet requirement of Table 300.2 with lead
45Construction of granular sub-base by providing Grading-I material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with vibratorywheel roller to achieve the desired
46Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camb
47Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope andcompacting with vibratory roller to meet requirement of Table 300.2 with lead upto
48Construction of 50 mm thick Modified Penetration Macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel
49Providing and applying tack coat on the prepared surface heating by fame in Boiler and spraying bitumen set footed in bitume boller on B.T. surface 2.5 Kilogram/10 Square Metre. (VG-30 bulk bitumen rates are considered to arrive at rates) Rate as PWD SOR-
50Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared b
51Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510
52Bill No. 5 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
53Providing & Constructing CC M-15 TBM Stone of size 0.30x0.30x0.75m including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete.
54Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.
55Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry 800 mm dia.
56Road marking with Hot Applied Thrmoplastic compund with reflectorizing Glass beads on Bituminous surface - providing and laying of hot applied thermoplastic compund 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5
57STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less
58Supplying & Fixing of Molded Shank Raised Pavement Markers / Cat"s Eyemade of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall
59Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet
60ii) 600mm Equilateral & Triangle
61iv) 800mm x 600mm Rectangular
62Providing and fixing Retro Reflective MMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of TwoPlates of ACP (Alumin
63MMGSY Citizen" s information Board- Providing and fixing of typicalPMGSY Retro Reflective information board as peras per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheet
64Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.
65Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
66Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
67Providing random rubble masonry in cement morter 1:5 in construction of toe walls for protection of slopes as per drawings and technical specifications Clause 1302.5.
68CONSTRUCTION / 5 YEAR MAINTENANCE OF CONSTRUCTION OF BRIDGE IN KM. - 6/700 ON VIJAYGOPAL TO SAWANGI -YENDEROAD TALUKA DEOLI DISTRICT WARDHA
69Bill No. 1 Bridge work foundation
70Dismantling 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 un
71Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202
72Earthwork 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 side
73I) Ordinary soil
74ii) 3.00 TO 6.00 M DEPTH
75II) Ordinary rock (not requiring blasting)
76Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.
77B1) For raft with cut off in sandy strata
78B2) Other strata like B.C. Soil, Soft murum etc.
79Providing concrete for plain cement concrete M-10 in open foundations complete as per drawing and Technical Specification Clauses 802,803,1202 and 1203
80Providing and laying in situ/ ready mix controlled grade of M-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete.
81Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
82Providing and laying in situ/ ready mix concrete controlled reinforcedcement concrete M-25 of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mi
83Providing concrete for plain cement concrete M-15 in foundations complete as per drawing and Technical Specification Clauses 802,803,1202 and 1203
84Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301
85Bill No. 2 Bridge work Sub-structure
86Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
87Providing and laying Plain cement concrete M-20 in substructure complete as per drawings and technical specification Clauses 802, 803,1202 ans 1203
88Providing and laying in situ M-25 R.C.C. of trap / granite / quartzite / gneiss metal for RCC work, of Box return with reversible Drum Type mixer with natural sand etc. including scaffolding compaction, formwork finishing and curing complete (excluding re
89Bill No. 3 Bridge work Super-structure
90Providing and laying in situ/ ready mix controlled M-25 cement concrete of trap/ granite/ quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/ steel formwork, compacting by vibrating
91Providing and laying Reinforced cement concrete M-25in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
92Providing and laying cement concrete wearing course M-30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
93Providing and laying in situ M-25 R.C.C. of trap / granite / quartzite / gneiss metal for RCC work, of ballast walls, kerbs with reversible Drum Type mixer with natural sand etc. including scaffolding compaction, formwork finishing and curing complete (ex
94Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawin
95Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as pe
96Supplying, fitting and placing TMT bar reinforcement (Fe 500) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
97Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
98Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
99Expansion joint with 25 mm thich bitumenous pad
100Providing Tar paper bearing of approved quality in proper size etc. complete
101Providingand laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum
102Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
103Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing
104Providing and fixing granite/ marble table of 15 mm to 18 mm thickness, including making goorve in wall / concrete surface filling joints with slurry, curing polishing, rounding edges, as required cleaning etc. complete of size and description as per deta
105Bill No. 4 Bridge work Approches
106Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201
107Excavation for roadway in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transportating to the e
108Construction of embankment with approved materials with 95% P.D. deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specifi
109Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per technical Spec
110Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by
111Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope andcompacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000m as
112Construction of granular sub-base by providing Grading-I material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with vibratorywheel roller to achieve the desired
113Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camb
114Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope andcompacting with vibratory roller to meet requirement of Table 300.2 with lead upto
115Construction of 50 mm thick Modified Penetration Macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel
116Providing and applying tack coat on the prepared surface heating by fame in Boiler and spraying bitumen set footed in bitume boller on B.T. surface 2.5 Kilogram/10 Square Metre. (VG-30 bulk bitumen rates are considered to arrive at rates)
117Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared b
118Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510
119Providing & Constructing CC M-15 TBM Stone of size 0.30x0.30x0.75m including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete.
120Bill No. 5 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
121Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.
122Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry 800 mm dia
123Road marking with Hot Applied Thrmoplastic compund with reflectorizing Glass beads on Bituminous surface - providing and laying of hot applied thermoplastic compund 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5
124STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less
125Supplying & Fixing of Molded Shank Raised Pavement Markers / Cat"s Eyemade of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall
126Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet
127ii) 600mm Equilateral & Triangle
128iv) 800mm x 600mm Rectangular
129Providing and fixing Retro Reflective MMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of TwoPlates of ACP (Alumin
130MMGSY Citizen" s information Board- Providing and fixing of typicalPMGSY Retro Reflective information board as peras per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheet
131Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.
132Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
133Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
134Providing random rubble masonry in cement morter 1:5 in construction of toe walls for protection of slopes as per drawings and technical specifications Clause 1302.5.
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