Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 1,16,93,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_SQCEO_96256_1Bid Award Id
ViewTender No
TR0405 P2Tender 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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Cutting of Trees
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Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.--- Lead upto 100 m.
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Girth above 600 mm to 900 mm
2
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Girth above 900 mm to 1800 mm
17
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Girth above 1800 mm to 2700 mm
2
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Dismantling of Structures
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202.
By Manual Means - Cement Concrete
60.72
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Dismantling Brick/Tile Work as per Technical Specification No. 202
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per Technical Specification Clause 202
- Cement Mortar
39.35
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Removing all types of Hume pipes
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Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 .
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(a) Upto 600mm dia Hume Pipe
22.5
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(a) Above 600mm to 900mm dia Hume Pipe
103.5
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(a) Above 900mm dia Hume Pipe
31.5
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Setting out
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Setting Out (As per drawing enclosed) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc. by Surveyor
32.16
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Excavation in Cutting in soil by manual means with lead upto 50 m
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Excavation in Roadway cutting in soil by using manual means and carrying of cut earth to embankment site with all lifts and lead upto 50 m as per Technical Specification Clause 302.3.
46915.68
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Excavation in soil with Dozer with lead upto 100 m.
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Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3
140747.05
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Excavation in soil using Hydraulic Excavator and Trippers with disposal upto 1000 m.
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Excavation for roadwork in soil with hydraulic excavator of 0.9 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 transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3
281494.1
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Construction of Embankment with Materials Obtained from Roadway Cutting
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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For spreading within 100m
123541.38
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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 as per Technical Specification Clause 303.1
60109.42
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Compacting original ground supporting subgrade / sub-base
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Loosening of the ground upto a level of 300 mm below the subgrade / sub-base level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
97296.1
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Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
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Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
For Grading - I Material ( jhama brick aggregate )
14016.11
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Wet Mix Macadam [ WMM]
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Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406.
27780.64
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Prime coat
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(i) Low Porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.20 kg/sqm using mechanical means as per Technical Specification Clause 502.
179912.7
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Tack coat
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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
179912.7
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20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder
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Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required 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, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508.
Case-I By Manual Means-
Bitumen VG-30
179912.7
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Seal Coat
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510
A. By Manual Means
Case-IV: Type D (with fine sand)
Bitumen VG-30
179912.7
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Road side Pucca Drains
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Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.
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Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
(i) in ordinary soil
15000
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Surface Drains
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Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
(i) Surface drain in ordinary soil
- By Manual Means
11020
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Traffic Signs and Road Appurtenances
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Retro-reflectorised Traffic Signs
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and Technical Specification Clause 801
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a) with 900 mm equilateral triangle aluminium sheeting
350
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b) with 600 mm circular aluminium sheeting
35
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Kilometre Stone (with RCC M15 Grade using Jhama brick aggregate): Reinforced cement concrete M15 grade ( using jhama brick aggregate ) 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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5th Kilometre Stone (precast)
6
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Ordinary Kilometre Stone (Precast)
33
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Construction of 200 Metre Stone (Precast)
128
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Providing and Fixing "Logo" of PMGSY Project
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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 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete (using Jhama brick aggregate) M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm 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
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Providing and Fixing “Citizen’s information Board”
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Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete (using jhama brick aggregate) M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. 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 and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
- Board "A"
2
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Protection work- Retaining Wall
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Excavation of Structures - A. Without dewatering
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
In ordinary soil --Upto 3 m depth
2455.92
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.-P.C.C grade M 10 ( using jhama brick aggregate )
(i) Nominal mix 1:3:6
491.18
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Construction of toe walls for protection of slopes as per Drawing and technical specifications Clause 1302.5
-Brick masorny in cement mortar 1:4 in case of brick pitching
4428.93
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Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
370.46
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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 or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) 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.
4961
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Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
1984.58
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Providing PCC M 20 (with jhama brick aggregate) architectural coping on the top of wing wall, return wall etc. complete including formwork as per drawing & technical specification Clauses 615, 710 & 1204.3.11
1654
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CD works
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Foundation
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Excavation of Structures - A. Without dewatering
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
In ordinary soil --Upto 3 m depth
4199.73
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
PCC Grade M-15 (using jhama brick aggregate)
Nominal mix 1:2.5:5
617.81
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Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.
- Brick masonry in 1:4 cement mortar
1727.02
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Substructure
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Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204 - Brick masonry in 1:4 cement mortar
1030.22
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Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.
RCC Grade M-25 -For height upto 5 m
1068.65
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Supplying, fitting & placing TMT bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1202
115.94
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Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
125.23
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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 or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) 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.
1502
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Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
1138.24
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Providing PCC M 20 (with jhama brick aggregate) architectural coping on the top of wing wall, return wall etc. complete including formwork as per drawing & technical specification Clauses 615, 710 & 1204.3.11
679.68
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Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8 - Sandy material
987.98
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Superstructure
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Providing & laying reinforced cement concrete (using fine sand) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5
RCC Grade M-25 -For height upto 5 m
292.59
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Supplying, fitting, & placing TMT bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
29.34
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Construction of R.C.C railing of M 25 grade(using fine sand) in cast-in-situ with 20 mm nominal size aggregate, true to line & 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
56
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Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
40
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Providing bituminous wearing coat comprising of 20 mm thick premix carpet with seal coat Type D (with fine sand ) for culverts as per drawing & technical specifications Clauses 1206.2 and 500
1070.15
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Protection work- in CD
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Excavation of Structures - A. Without dewatering
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
In ordinary soil --Upto 3 m depth
497.46
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Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.
- Brick masonry in 1:4 cement mortar
116.42
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Providing and laying flooring laid over cement concrete (using jhama brick aggregate) bedding complete as per drawing and technical specification Clause 1303.
- Cement concrete (using jhama brick aggregate) blocks cast in situ grade M15 ( size 400 mm x 400 mm x 150 mm ) over cement concrete ( with M10) bedding of 150 mm thick
282.52
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
PCC Grade M-10 (using jhama brick aggregate)
Nominal mix 1:3:6
19.17
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Bridge Work: Long Span Bridges
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Foundation
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Excavation for structures
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Without dewatering.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. Ordinary Soil
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- Upto 3 m depth
782.74
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- 3 m to 6 m depth
82.38
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Bored Cast-in-Situ piles 1200 mm dia , M-35 grade ( using fine sand ) RCC pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000 m.
504
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Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
PCC Grade M-15 Nominal mix 1:2.5:5
35
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Cement Concrete for Reinforced Concrete ( using fine sand ) in Pile Cap excluding reinforcement complete as per drawing and MoRTH technical specification.
RCC Grade M-25 - using concrete mixer
385.56
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Supplying, fitting & placing TMT bar reinforcement in foundation complete as per drawings & technical specifications Clauses 1000 & 1202
104.52
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Providing steel liner 10mm thick for curbs and 6mm thick for piles including fabricating and setting out as per detailed drawing
24.86
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Routine load test including supply of all tools & tackles required for testing, supply of kentledge, making all arrangement for testing, erection of kentledge, recording data analysing the data.
1
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Substructure
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Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.
RCC Grade M-25
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- Upto 3 m depth
184.77
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- For height above 5 m upto 10 m
92.81
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Supplying, fitting & placing TMT bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1202
41.64
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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 or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) 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
124
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Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8 - Sandy material
214.02
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Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
92.34
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Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete including all accessories as per drawings & technical specification Clause 1207.1
311040
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Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC : 83 ( Part-II) Section IX complete including all accessories with additional steel fixtures as per drawings & technical specification with all lifts and lead upto 1000 m.
138330
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Superstructure
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Plain / Reinforced cement concrete in superstructure including all formworks required as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement ) RCC Grade M-25 - For T-beam & slab superstructure
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- Height upto 5 m
191.36
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Supplying, fitting & placing HYSD bar reinforcement in superstructure complete as per drawings & MoRT&H technical specification Clauses 1600.
38.27
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Construction of RCC railing of M 30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings ( No. SD / 202 ), including all formworks required and MoRT&H Technical Specification Clause 2703, 1500, 1600, 1700. (including centering, shuttering, staging etc. and reinforcement )
107.54
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Providing and placing in position drainage Spouts complete as per drawing ( SD / 205 ) and MoRT&H Technical Specification Clause 515, 2705.
18
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PCC M15 Grade leveling course below approach slab complete including all formworks required as per drawings and MoRT&H Technical Specification Clause 2700.
7.69
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawings and MoRT&H Technical Specification Clause 2704, 1500, 1600, 1700.
15.9
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Providing and laying cement concrete (using fine sand) wearing course M 30 grade including reinforcement complete as per drawings & technical specifications Clauses 800, 900 & 1206.3
30.16
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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 drawings and standard specifications to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation as per drawings and MoRT&H Technical Specification Clause 2607.
33.8
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Filler Joint
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawings and MoRT&H Technical Specification Clause 2605.
16.9
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawings and MoRT&H Technical Specification Clause 2605..
16.9
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5 Year Routine Maintenance after Construction
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1st Year Routine Maintenance
32.16
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2nd Year Routine Maintenance
32.16
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3rd Year Routine Maintenance
32.16
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4th Year Routine Maintenance
32.16
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5th Year Routine Maintenance
32.16
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