Department Of Rural Development And Panchayats Tender
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Department Of Rural Development And Panchayats Tender
Opening Date3 Jul 2020
Closing Date10 Jul 2020
Tender AmountRefer Documents
Costs
EMD
₹ 1,06,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
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
65593Bid Award Id
ViewTender No
65593Tender Authority
Department Of Rural Development And Panchayats ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
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Providing & Laying Cement Concrete Pipe NP3 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per clause 1106 .(A) 1000 mm Dia.
15
77655
5177
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Excavation for Structure 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. For Toe Wall. a.) upto 3m depth
822.8
108115
131.4
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b.) 3m to 6m depth
740.86
111351
150.3
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c.) Above 6m depth
494.66
91264
184.5
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Add extra as follows in the rates of the above items if dewatering upto 3m depth
159.99
4204
26.28
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b.) 3m to 6m depth
210
6312
30.06
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c.) Above 6m depth
494.66
18252
36.9
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soft rock / Large boulder each more than 0.03 cum. Volume ( blast prohibited, with writen permission )
299.17
182553
610.2
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The cost of shoring and shuttering, when needed, be added at 1 percent on cost of excavation for open foundationusing concrete mixer Upto 3 m depth
822.8
1081
1.31
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b.) 3m to 6m depth
740.86
1113
1.5
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c.) Above 6m depth
494.66
912
1.85
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Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6 nominal mix.
49.28
204595
4151.7
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Plain / Reinforced cement concrete in open foundationcomplete as per drawing and specification
-
-
-
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
7.9
488407
61823.7
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Taking, Exploratory boring 100mm dia at the location of piers and abutment or for high embankments in approaches in all types of strata as per IRC-78-1983
-
-
-
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upto 1m
6
32135
5355.9
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1m to 5m
24
28080
1170
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Beyond 5m
30
39825
1327.5
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 30 Ht. 5m to 10 m
547.64
3227844
5894.1
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
31.55
1959311
62101.8
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Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
115.54
33379
288.9
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material
982.79
800482
814.5
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Providing and laying of Filter media with granular
materials/stone crushed aggregates satisfying the
requirements laid down in clause 2504.2.2. of MORT&H
specifications to a thickness of not less than 600 mm with
smaller size towards the soil and bigger size towards the wall
and provided over the entire surface behind abutment, wing
wall and return wall to the full height compacted to a firm
condition complete as per drawing and technical
specifications 710.1.4 of I.R.C. 78 and 2200.
366.28
634902
1733.4
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Supplying, fitting and fixing in position true to line and
level elastomeric bearing conforming to IRC: 83 (Part-II)
section IX and clause 2005 of MORT&H specifications
complete including all accessories as per drawing and
Technical Specifications section 2000 and 2200.
156000
140400
0.9
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4.1 Furnishing and Placing Reinforced/Prestressed cement
concrete in super-structure as per drawing and Technical
Specification sections 1500, 1600 and 1700 (Newly laid
concrete shall be covered by gunny bags).
428.49
2800910
6536.7
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
44.05
2779154
63090.9
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
48.94
521812
10662.3
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Construction of in - situ RCC railing of M30 grade aggregatesize not exceeding 20 mm, true to line and grade, toleranceof vertical RCC post not to exceed 1 in 500, centre to centre
174
293468
1686.6
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Drainage spouts complete as per drawing and Technicalspecifications of section 2705
27
48770
1806.3
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Providing PCC M15 grade levelling course below approach slab complete as per drawing and technical specificationsand as per relevant clauses of section 2700 .
12.65
50515
3993.3
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Providing & laying RCC approach slab M30 grade I/c reinforcement & formwork complete as per drawing and Technical specifications and as per relevant clauses of section 1500,1700, and clause 2704 of specifications
25.2
214711
8520.3
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved and standard specifications to be installed by the drawingsmovement upto 70 mm, complete as per approved drawings
50.4
504584
10011.6
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Providing and fixing of Av. 20mm thick Granite plateincluding cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as described.
2
11880
5940
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Testing of span of bridge for deflection due to live load with platforms for loading arrangements apparatus for measurement including unloading etc. complete as pe
77
58905
765
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Construction of embankment with approved materiaConstruction of embankment with approved material obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting to meet Tables 300.1 & 300.2 with a lead beyond 250 m as per technical requirement of specifications clause 301.5 ( Having CBR morethan 5 ) l
670.92
118081
176
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Construction of subgrade and earthen shoulders with approved Construction of embankment with approved materiaConstruction of embankment with approved material obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting to meet Tables 300.1 & 300.2 with a lead beyond 250 m as per technical requirement of specifications clause 301.5 ( Having CBR morethan 5 ) l
276.75
54243
196
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Granular Sub-base with Well Graded Material (CBR 20 or more) obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting to meet Tables 300.1 & 300.2 with a lead beyond 250 m as per technical requirement of specifications clause 301.5 ( Having CBR morethan 5 )
276.75
226935
820
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Construction of hard shoulders as per Technical Specification with approved Construction of embankment with approved materiaConstruction of embankment with approved material obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting to meet Tables 300.1 & 300.2 with a lead beyond 250 m as per technical requirement of specifications clause 301.5
110.28
39480
358
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Cement Concrete blocks size as per table 1300.2 cast inCement Concrete of Grade M-15bridges , retaining walls and other structure compraising of masnory, cement concrete, wood work, steel work, including T&P and scaffolding whweever necessary, sorting the dismenteled material, disposal serviceable
212.83
811095
3811
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
106.42
176337
1657
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Providing concrete for Plain / Reinforced Concrete in openfoundation complete as per drawings and Technical Specification Clause 802,803,1202 & 1203
190.67
743422
3899
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Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade batcher using approved mix design, laid in approved fixed side cement or any other type as per Clause 1501.2.2 M30 (Grade),
184.5
1130247
6126
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Bedding for Causeway/pipes Type A (concrete Cradle) Bedding Laying concrete cradle bedding with M-15 Grade Cement concrete as per Clause 1105 (i) Nominal mix (1:2.5:5)
23.4
89177
3811
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first Class bedding in single row including fixing culverts on first Class bedding in single row including fixing protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. A . 1200mm Dia
7.5
52860
7048
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
10616
5308
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Boundary Pillar
Reinforced cement concrete M15 grade boundary pillars/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 1704Pillar
175
85575
489
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