Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date2 Feb 2019
Closing Date14 Feb 2019
Tender Amount₹ 74,79,55,592
Costs
EMD
₹ 1,58,52,000Document 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
2019_CEAR_73673_1Bid Award Id
ViewTender No
AR1408028Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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c] Back Pillar.
2751
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d] Job Pillar
440
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SH:- SITE CLEARANCE
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Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
(I) By Manual Means
(A) In area of non-thorny jungle
49.5
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SH:- FORMATION CUTTING( I/c Passing places & extra widening of curves )
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Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
901514.52
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Excavation in ordinary rock using mechanical means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
213059.82
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Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
74537.26
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SH:EARTHEN SHOULDER
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pith with all lifts and leads, transportating to site, spreading , grading to required slope compacted to meet requirement of Table 300.2 with lead upto 1000 m as per technical specification clouse 303.1.
14722.83
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SH:GRANULAR SUB BASE 175 MM
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. i) Using Gravel mix soil
33159.79
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SH:WBM-III 75MM
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (A) By Manual Means
12984.44
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SH:PRIME COAT
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Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using m/means as technical specification Clause 502. Low Porosity
173125.81
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SH:TACK COAT
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Providing and applying tack coat with bitumen emulsion (RS -1 ) using emulsion distributer at the rate of 0.25 sqm to 0.30 sqm kg per sqm on the prepared granular surface trated with primer & cleaned with hydraulic boom as per tech specification Clause 503.
173125.81
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SH:PREMIX CARPETTING
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Providing, laying and rolling open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using CRRI-BitChem Cold Mix Binder (Tailor made) to including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, fininshed to required level and grades to be followed by seal coat. (Application: CRRI-BitChem Cold OGPC as per Designmix & Implementation by ufacturer's discretion ony).MoRD : 508.2; IRC: SP: 100 – 2014, chapter 6.5 Using CRRI-BitChem Cold Mix Binder By Manual Means (I) Bitumen (S-90)
173125.81
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SH:SEAL COAT
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Providing , laying & rolling of seal coat sealing the voids in a bituminous surface laid to the
specified levels, grade and cross fall using CRRI-BitChem Cold Mix Binder and stone chips
passing 9.5 mm IS sieve & retain on 2.36 mm IS sieve (Application: Premix Seal Coat (C ) as per Designmix & Implementation by Manufacturer's discretion ony).MoRD – 510 ; IRC : SP : 100 – 2014, Using CRRI-BitChem Cold Mix Binder.
173125.81
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SH:- SIDE DRAIN
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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 side I. Ordinary soil (i) Upto 3 m depth
24536.7
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 a) Nominal mix 1:3:6
990
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (I) Random Rubble masonry (i) In 1:4 cement mortar
1557.6
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Cement Plaster 15 mm thick 1:4 on stone masonry
169.84
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Neat cement punning
16984
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SH:-CD STRUCTURE (S-Culverts, 1.50m span-84 nos, 2.0m span-45 nos, 4.0m span-25 no, 6.0m span-8 nos.)
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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.Ordinary soil Upto 3 m depth
17612.09
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10 (i)Nominal mix 1:3:6
1833.71
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Coursed rubble masonry (2nd sort) In 1:4 cement mortar
8279.75
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.Coursed rubble masonry (1st sort)In cement mortar (1:5)
6365.76
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material
2951
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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
6582
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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 grade M 20 For design mix RCC M 20
1646.93
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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
155.18
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SH:-MINOR BRIDGES 10 m Span - 3 Nos ( At Ch-34902 m, 35938 m & 42240 m )
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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.
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(i)Ordinary soil Upto 3 m depth
1059.48
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(ii)Below water level Marshy soil
505.02
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10[nominal mix 1:3:6]
105.95
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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.P.C.C grade M 15 [Nominal mix 1:2.5:5]
1152
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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.R.C.C grade M 20
19.01
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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
144
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.(i) Granular material
388.8
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Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1005,1010 and 1202
16.74
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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 complete, including all accessories as per drawings and technical specification Clause 1207.1
252000
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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 trnches with excavated suitable material.
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(i)Ordinary soil Upto 3 m depth
1229.26
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(ii)Below water level Marshy soil
671.99
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.P.C.C grade M 10[nominal mix 1:3:6]
122.93
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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.P.C.C grade M 15 [Nominal mix 1:2.5:5
1107.39
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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
432
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.(i) Granular material
486.72
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Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
7.9
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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. grade M 25
166.6
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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
14.75
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Drainages spouts complete as per drawing and technical specification clause 1209.
48
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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
15.39
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Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8mm dia, 100mm long galvanised nails spaced 300mm c/c along the centre lne of the plate. as per technical specifications Clauses 1207.2.3
36
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Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
36
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Construction 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 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
136.8
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Construction of RCC guide posts of 250 mm dia M20 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2
42
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SH:- MINOR BRIDGES 15 m Span - 2 Nos ( At 22706 m & 42710 m )
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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.
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(i)Ordinary soil Upto 3 m depth
706.32
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(ii)Below water level Marshy soil
386.12
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10[nominal mix 1:3:6]
70.63
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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.P.C.C grade M 15 [Nominal mix 1:2.5:5]
768
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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.R.C.C grade M 20
13.39
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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
96
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.(i) Granular material
230.4
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Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1005,1010 and 1202
11.22
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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 complete, including all accessories as per drawings and technical specification Clause 1207.1
168000
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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 trnches with excavated suitable material.
-
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(i)Ordinary soil Upto 3 m depth
1079.66
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(ii)Below water level Marshy soil
590.22
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.P.C.C grade M 10[nominal mix 1:3:6]
107.97
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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.P.C.C grade M 15 [Nominal mix 1:2.5:5
912.09
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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
384
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.(i) Granular material
432.64
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Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
6.92
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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. grade M 25
179.12
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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
17.85
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Drainages spouts complete as per drawing and technical specification clause 1209.
48
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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
16.24
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Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8mm dia, 100mm long galvanised nails spaced 300mm c/c along the centre lne of the plate. as per technical specifications Clauses 1207.2.3
30
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Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
30
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Construction 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 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
124
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Construction of RCC guide posts of 250 mm dia M20 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2
40
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SH:-PROTECTIVE WORKS Gabion wall, 2 m height, Length=1200 m, Gabion wall, 3 m height, Length=1050 m )
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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.
2531.25
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Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2)
7837.5
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SH:- ROAD FURNITURE
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703(a). Ordinary 1 Km-stone (size - 66 X 35 X 25 cm)
56
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Providing and fixing of semi retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting , 1.5 mm thick supported on a mild steel and iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of propoerly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical specification Clause 801
25
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Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
25
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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
1
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Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
1
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Providing and Fixing Maintenance Board of PMGSY Project
1
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Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone,approch transition zone,working zone and terminal transition zone with a minimum distance of 2-3 from the edge of the carriage way. the bottom edge of the lowest sign plate to be not less than 2m above the road level,fixed on600mmx699mmx6mm angle iron post, founded and installed as per approved design and drawings,removed and disposed of after completion of construction work,all as per IRC:SP:55-2001.
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a. Road ahead closed.
12
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b. Men at work.
24
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c. Road narrow
12
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d. Do not enter.
12
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e. Speed limit.
30
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f. Stop.
24
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g. Slow.
12
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SH : Bailey Bridge 25.0 mtr span over Pare River (at CH. 22961 m)
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Manufacture and supply of all components for Single Lane Bailey Type Garden Reach Portable Steel Bridge of the span 25.00 mtr. std. width, having roadway 3.27 mtr. completed with steel Decking, End , Post, Base Plates, Bearing ete. but without Ramps and Footwalk. Span DS (Double single) construction for 24-R loading class.
1
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Cost of launching bailey bridge
1
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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 side. Ordinary soil.(i) 3 m to 6 mtr depth
670.48
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
32.67
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.I. P.C.C. grade M 10 .(i)Nominal mix (1:3:6)
327.02
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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.I.R.C.C grade M 20
209.76
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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, For nominal mix 1:2:4 (hand mixed)
6.82
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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. (II )R.C.C grade M 25
7.38
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Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
4.21
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Plastering with cement mortar (1:4) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.5
20.27
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
225.08
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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
192
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Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clause 615
20.29
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Cost of transportation of plants, equipments and personal effects to the site of work and back as per the mobilisation.
2
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Boring/ drilling holes at the abutments, anchor block in river banks through all kind of soil and rock upto depth of 20 m from the ground level ( 50 mm dia ). 1bore in each abutment point @ 5.00 M Deep. 6 nos@6 M deep
12
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Collection of soil sample and conducting on selection, selected soil and rock samples to natural moisture contents particles size, distribution of liquid and plastic limit, bulk and dry density of confined and specific gravity on soil samples, moisture absorption cost, unit weight, ceriazial compressive strength test etc. complete.
3
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Compilation of laboratory test result including preparation and submission of report
3
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SH : Bailey Bridge 25.0 mtr span over Dumi River (at CH. 42759 m)
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Manufacture and supply of all components for Single Lane Bailey Type Garden Reach Portable Steel Bridge of the span 25.00 mtr. std. width, having roadway 3.27 mtr. completed with steel Decking, End , Post, Base Plates, Bearing ete. but without Ramps and Footwalk. Span DS (Double single) construction for 24-R loading class.
1
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Cost of launching bailey bridge
1
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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 side. Ordinary soil.(i) 3 m to 6 mtr depth
670.48
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
32.67
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.I. P.C.C. grade M 10 .(i)Nominal mix (1:3:6)
327.02
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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.I.R.C.C grade M 20
209.76
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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, For nominal mix 1:2:4 (hand mixed)
6.82
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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. (II )R.C.C grade M 25
7.38
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Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
4.21
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Plastering with cement mortar (1:4) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.5
20.27
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
225.08
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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
192
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Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clause 615
20.29
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Cost of transportation of plants, equipments and personal effects to the site of work and back as per the mobilisation.
2
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Boring/ drilling holes at the abutments, anchor block in river banks through all kind of soil and rock upto depth of 20 m from the ground level ( 50 mm dia ). 1bore in each abutment point @ 5.00 M Deep. 6 nos@6 M deep
12
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Collection of soil sample and conducting on selection, selected soil and rock samples to natural moisture contents particles size, distribution of liquid and plastic limit, bulk and dry density of confined and specific gravity on soil samples, moisture absorption cost, unit weight, ceriazial compressive strength test etc. complete.
3
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Compilation of laboratory test result including preparation and submission of report
3
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SH:- ROUTINE MAINTENANCE (ROAD+LSB)
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First Year (55 Km)
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Second Year (55 Km)
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Third Year (55 Km)
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Fourth Year (55 Km)
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Fifth Year (55 Km)
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Evaluation Notes How It Works ?
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