Pradhan Mantri Gram Sadak Yojana Tender
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EMD
₹ 37,20,280Document Cost
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Description
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Contact
Tender Id
2019_CEAR_73512_1Bid Award Id
ViewTender No
AR601031Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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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.
10009.78
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Collecting,sorting and stacking stacked measurement blasted or hand broken hard rocks in measurable stack at site 0f works as directed the Engineer-In - Charge within a lead of 50m and lift upto 1.50m.(Payment to be made from stacked measurement after deducting.
5004.89
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Deducting for salvage Material from roadway rock cutting.
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Credit for execavated rock found suitable for use considering 50% of quantity is retrievable and
5004.89
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New Embankment
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Construction of Embankment with Material Obtained from Borrow Pits
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(A) Quantity from road way cutting deposited at site 20 % of Total Quantity of E/Work.20% Excavation of road way in soil using manual means for carrying of cut earth to enbankment…………………………..specificatiopn clause 302.3.
6284.1
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(B) Quantity from borrow pit for a lead of 1.00 km 80 % of Total Quantity of E/Work.80% Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
25136.52
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Setting Out
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Referenec bechmark and working benchmark
18
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Construction of Reference Pillar/Back Pillar/Bench mark/Job Pillar as per drawing and specification
360
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Providing and fitting/fixing of Bamboo batter peg with Bamboo (1st Class) 85 mm - 100 mm dia, 2.0 m long including driving the peg upto 60 cm. depth and marking with paint, sharpening the bottom portion and maintaining the lines etc. complete.
600
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Jungle Clearance
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Clearing and grubling road land including uprooting wild vegetation, grass, bushes, shrubs, sapling and trees of girth upto 300mm, removal of stumps of such trees cut earliear and disposal of unserviciable materials and stacking of serviciable materials to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification clause 201.
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By Manual Means
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(a) In area of non-throny jungle
9.72
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(b) In area of throny jungle
1.08
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Sub-Head:Pavement Construction
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Construction of Subgrade and Earthen Shoulders
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
9228.58
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GSB LAYER (175 mm thick)
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
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(i)For Grading I Material
11234.79
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WBM 3 FOR BASE COURSE ( 75 mm thick)
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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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Manual means
4213.05
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Prime Coat, Bases & Surface Cources ( Bituminous)
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Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (1000 ppm TDS) in the ratio of 1 kg organo silane : 100 kg cationic bitumen emulsion CSS1 : 200 liter water
56173.95
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17.3.1 Open Graded Premix Carpet 20mm thickness
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Open Graded Premix Carpet 20mm thickness 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 requires line, grade and level to serve as wearing course on a previously prepared base, 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 Manufacturer's discretion ony).MoRD : 508.2; IRC: SP: 100 – 2014, chapter 6.5 Using CRRI-BitChem Cold Mix Binder
56173.95
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17.3.2 (a) Case - I : CRRI-BitChem Seal Coat (A)
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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 & Implementationby Manufacturer's discretion ony).MoRD – 510 ; IRC : SP : 100 – 2014, Using CRRI-BitChem Cold Mix Binder.
56173.95
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Item : Hume Pipe Culvert 1000 mm dia (As per IRC SP-20-2002) [Costing at "0" km lead]
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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
2128.5
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Type A (Concrete Cradle) Bedding
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Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
636.08
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106
225
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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 ( 2nd sort ) In 1:5 cement mortar
737.1
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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
720
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Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
788.3
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Sub Head:- Slab Culvert 2.00 mtr.span, 3.64mtr height (As per IRC SP-20-2002)
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FOUNDATION
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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
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(I) Upto 3 m depth.
915.18
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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
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I). P.C.C grade M 10
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(I) Nominal mix 1:3:6 (Hand Mixing)
110.91
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
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II) Coursed Rubble Masonry (2nd sort)
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ii) In 1:4 Cement mortar.
416.07
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SUBSTRUCTURE
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
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II) Coursed Rubble masonry (2nd Sort In cement mortar (1:5)
320.177
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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I) Granular material
255.182
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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
252
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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
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For height upto 5 m.
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III) R.C.C. grade M 20
23.36
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
50
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SUPERSTRUCTURE
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5
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II) R.C.C. grade M 25
37
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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
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For design mix R.C.C M 20
3
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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
5.912469654
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Sub Head:- Slab Culvert 4.00 mtr.span, 5.00 mtr height (As per IRC SP-20-2002) Plate No. 7.03
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FOUNDATION
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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
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(I) Upto 3 m depth.
747.6144
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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
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I). P.C.C grade M 10
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(ii) Nominal mix 1:3:6 (Hand mixing)
101.80794
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
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II) Coursed Rubble Masonry (2nd sort)
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ii) In 1:4 Cement mortar.
428.36535
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SUBSTRUCTURE
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
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II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:5)
518.3222325
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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I) Granular material
422.218275
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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
200
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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( in Abutment cap & dirt wall)
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For height upto 5 m.
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III) R.C.C. grade M 20
13.805
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
42.8
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SUPERSTRUCTURE
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5
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II) R.C.C. grade M 25
54.6
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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
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For design mix R.C.C M 20
1.92
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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
7.5840868319802
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Item : Slab Culvert 6.00 mtr. span, 5.00 mtr high (As per IRC SP-20-2002)
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FOUNDATION
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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 back filling in trenches with excavated suitable materials. I. Ordinary soil (i) upto 3 m depth
665.09450688
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Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and techanical specifications Cluse 802,803,1202&1203
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(I) PCC grade M 10 (ii) Nominal mix 1:3:6 (Hand mixing)
59.8942196
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Stone masonry work in cement mortar in foundations complete as per drawing and techanical specifications Clauses 702,704,1202&1203. I. Course Rubble masonery (2nd Sort) in 1 : 4 CM (1 cement : 4 fine sand)
214.1409984
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SUBSTRUCTURE
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Stone masonry work in cement mortar for sub structure complete as per drawing and techanical specifications Clauses 702,704,1202&1204. I. Course Rubble masonery (2nd Sort) in 1 : 5 CM (1 cement : 5 fine sand)
304.8358712
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BackFilling behind abutment, wing wall and return wall complete as per drawing & techanical specification Clause 1204.3.8 (I) (Grannular Meterial)
114.9648568
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Providing weepholes in stone masonary RCC work, wing wall etc 100 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 techanical specification Clauses 614,709.1204.3.7
68
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Plain/reinforced cement concreete in substructure complete as per drawing and techanical specification Clauses 802,804,805,806,807,1202 and 1204 (RCC grade M20) ( in Abutment cap & dirt wall)
6.816
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
16.768
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SUPERSTRUCTURE
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5 (II) RCC M 25
42.432
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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
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I) R.C.C grade M 20
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(I) Nominal mix 1:2:4 ( Hand mixed)
0.768
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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
5.50637727036144
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Item : Slab Culvert 10.00 mtr. span, 5.00 mtr high (As per IRC SP-20-2002)
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ABUTMENT
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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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(a) Upto water level
700.593
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Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 10 1:3:6)
3.1104
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Plain/reinforced cement concrete in substructure as per drawing and technical specifications Clauses 802, 804,805,806,807,1202 & 1204 for P.C.C grade M 20 (i) For Nominal mix 1:2:4 (hand mix)
103.1472
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 305.3.9 (I) Granular material
256.02
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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
54
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Supplying, fitting and placing with MS bar reinforcment in fondation as per drawing and techanical specification Clauses 1000,&1202
6.5396436
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RETURN WALL
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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.
264.1284
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Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 10 1:3:6)
93.312
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Plain/ reinforced cement concrete in substructure as per drawing and technical specifications Clauses 802, 804,805,806,807,1202 & 1204 for P.C.C grade M 20 (i) For Nominal mix 1:2:4 (hand mix)
747.283104
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Providing weepholes in stone masonary RCC work, wing wall etc 100 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 techanical specification Clauses 614,709.1204.3.7
60
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Supplying, fitting and placing with MS bar reinforcment (Fe 415) in substructure as per drawing and techanical specification Clauses 1002,1005,1010&1202
8.24890380162891
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 305.3.9 (I) Granular material
256.02
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DECK SLAB
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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 (i) For Nominal mix 1:2:4 (hand mix)
160.4775
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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
11.8905
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Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and techniical specifications Clause 800 & 1206-3
180
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Drainage spouts complete as per drawing and technical specification clause 1209.
30
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Providing and laying of a buried expansion joint, covered with 12mm thick,200mm widw galvanise weldable structural steel plate as per IS: 2062, placed symmetrical to center line of the joint,resting freely over the top surface of the deck concrete,welding of 8mm dia, 100 mm long galvanised nails spaced 300mm c/c along the centervline of the plate,as per technical specifications clauses 1207.2.3
6
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Construction of RCC railing of M 25 grade in cast-in-situ with 20mm nominal size aggregate, true to the line and grade,tolerance of vertical railing post not to exceed 1 in 500. Center to center spacing between vertical post not to exceed 2000mm as per drawing and technical specification clauses 800,900 and 1208.3
90
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Solid Deck Slab Bridge 15.00 mtr. Span
-
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ABUTMENT
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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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Ordinary rock (not requiring blasting)
-
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upto 3m depth
257.04
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Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,12039 I (PCC grade M 10 Nominal mix 1:3:6 (hand mixing)
12.852
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Providing and laying reinforced cement concrete in substructure as per drawing and technical specifications Clauses 802, 804,805,806,807,1202 & 1204 for P.C.C grade M 20 (i) For Nominal mix 1:2:4 (hand mixing)
96.9539999999997
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
137.088
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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
10
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Supplying, fitting and placing with MS bar reinforcment (Fe 415) in substructure as per drawing and techanical specification Clauses 1002,1005,1010&1202
2.981198
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RETURN WALL
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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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Ordinary rock (not requiring blasting) upto 3 m depth
454.4448
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Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,12039 I (PCC grade M 10 Nominal mix 1:3:6 (hand mixing)
38.34
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Providing and laying reinforced cement concrete in substructure as per drawing and technical specifications Clauses 802, 804,805,806,807,1202 & 1204 for P.C.C grade M 20 (i) For Nominal mix 1:2:4
205.500672
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Providing weepholes in stone masonary RCC work, wing wall etc 100 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 techanical specification Clauses 614,709.1204.3.7
20
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Supplying, fitting and placing with MS bar reinforcment (Fe 415) in substructure as per drawing and techanical specification Clauses 1002,1005,1010&1202
3.07662375254297
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 305.3.9 (I) Sand filling
58.56
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DECK SLAB
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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 (a) R.C.C M 25
82.65
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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
7.8775
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Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and techniical specifications Clause 800 & 1206-3
90
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Drainage spouts complete as per drawing and technical specification clause 1209.
10
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Providing and laying of a buried expansion joint, covered with 12mm thick,200mm widw galvanise weldable structural steel plate as per IS: 2062, placed symmetrical to center line of the joint,resting freely over the top surface of the deck concrete,welding of 8mm dia, 100 mm long galvanised nails spaced 300mm c/c along the centervline of the plate,as per technical specifications clauses 1207.2.3
2
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Construction of RCC railing of M 25 grade in cast-in-situ with 20mm nominal size aggregate, true to the line and grade,tolerance of vertical railing post not to exceed 1 in 500. Center to center spacing between vertical post not to exceed 2000mm as per drawing and technical specification clauses 800,900 and 1208.3
30
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SUB: SOIL INVESTIGATION
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1) Mobilization of necessary equipment, men and meterials to the side i/c all services of under water boring.
1
-
-
... More
2) Singing 150mm dia bor holes in all types of i/c clay, sand belt but excluding boulder and rock belt.
10
-
-
... More
3) Collection of diturbed and undisturberd soil sample and water sample. For labortory testing
10
-
-
... More
4) Conducting standard penetration test (SPT) at 1.5m intervals or at evry identifiable change of strata, which every met earlier.
10
-
-
... More
a) Natural moisture content (NMC)
10
-
-
... More
b) Sieve & Hydrometer Analysis
10
-
-
... More
c)Atterberg limits and soil classification
10
-
-
... More
d) Specific gravity
9
-
-
... More
e) Bulk and dry density
10
-
-
... More
f) Unconfined compressive strength
10
-
-
... More
g) Triaxial test
10
-
-
... More
h) Cosolidation anallysis
10
-
-
... More
5)Visual identyfication for texture, structure composition, colour, grain size, petro graphy
1
-
-
... More
6)Carrying out chemical test annalysis of soil and water samples for PH, Sulphate, chloride and other organic content in mm and in percetage.
1
-
-
... More
7)Preparation and submission detail report with recomentation in three copies
1
-
-
... More
PROTECTION WORK:
-
-
-
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Sub-Head : Brest Wall 1.50 Mtr height.
-
-
-
... More
Excavation for Structures
-
-
-
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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.
210
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.
-
-
-
... More
iii) Nomina Mix1:2:4(Handmixing)
42
-
-
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
-
-
-
... More
(A) Cement mortar1:3 (1cement :3 sand)
210
-
-
... More
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
4900
-
-
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SH: Construction of Gabion Structure
-
-
-
... More
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
1080
-
-
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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-inCharge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2)
2430
-
-
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Sub-Head:Side Drain
-
-
-
... More
Katchha
-
-
-
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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
4109.85
-
-
... More
Curve annd Channel Drain( As per IRC SP-48-1998 Hill Road Manual )
-
-
-
... More
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
699.3
-
-
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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
218.7
-
-
... More
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 1:3 cement mortar
264.6
-
-
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Cement Plaster 15 mm thick 1:4 on stone masonry
3186
-
-
... More
Neat cement punning
3186
-
-
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(i) TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCES
-
-
-
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Providing and fixing typical PMGSY informatory sign board with logo as per MoRD specification and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 25mm x 5mm. The iron frame of the lower most plate and flat iron frame will be welded welded to 2 nos 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x450mm x600mm, 600mm below ground level. The topmost diomond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plates tube. All MS 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 post and steel tubes will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1.
-
-
-
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a) Informatory board
-
-
-
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b) Citizen information board
8
-
-
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MoRD for Rural Roads of required shade and colour supported and welded on 47mmx47mmx12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M15 grade concrete 450x450x600mm,600mm below ground level as per approved clause 1701.2.2
-
-
-
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a) Traffic signs ( cautionery signs etc.)
72
-
-
... More
b) PMGSY Logo
7
-
-
... More
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
-
-
-
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Ordinary Kilometre Stone (precast)
18
-
-
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5th Km stone
4
-
-
... More
MAINTAINANCE
-
-
-
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SH: Routine Maintenance
-
-
-
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First Year
18
-
-
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Second Year
18
-
-
... More
Third Year
18
-
-
... More
Fouth Year
18
-
-
... More
Fifth Year
18
-
-
Evaluation Notes How It Works ?
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