Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 8,71,000Document Cost
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Description
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Contact
Tender Id
2018_SQCEO_71295_1Bid Award Id
ViewTender No
18/EO/TRRDA/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
Clearing and grubbing Road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300m.m removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable 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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(A) By manual means
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-
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(i) In area of non thorny Jungle
1.4
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27200.7
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 1000m as per Technical Specification Clause 202
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(i) By Manual Means
© Reinforced Cement Concrete
30.44
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643.4
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 1000m as per Technical Specification Clause 202.
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(B) Cement mortar
1.3
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188.1
(D) Dry Brick Pitching or Brick soling
980.19
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130.8
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 600 mm dia Hume pipe
5.51
-
93
B) Above 600 mm dia upto 900 mm dia Hume pipe
10.25
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127.7
C) Above 900 mm dia Hume pipe
5.39
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218.6
Setting Out (As per drawing enclosed) with 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.
4.71
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35981
Bill No. II : Earth work Erosion control & Drainage
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Excavation in cutting in soil by manual means with lead upto 50.0m.
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Excavation in road way cutting in soil by using manual means for carrying of cut earth to Embankment site with a lift upto 1.5m and lead upto 50.0m as per technical specification clause 302.3
17201.95
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67.1
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
17201.95
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44.3
Excavation in soil using hydraulic Excavator and Tippers with disposal upto 1000m
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Excavation for road work 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 a lift upto 1.5m and lead upto 1000m as per technical specification clause 302.3
51605.84
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25.9
Compacting Original ground
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(i)Compacting original ground supporting embankment
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Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1
2727
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18.2
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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(A) For spreading beyond 100m.
7130.75
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57.9
Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transported to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification clause 303.1
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(A) Earthen shoulder
6200.72
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154.1
Protection Works
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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 drawing and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site
B. Trapezoidal drain (top clear width 600 mm. Bottom clear width 300 mm and clear depth of 400
i)In Ordinary Soil
1685
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1810.02
Retaining Wall and Toe 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 & 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.
(A) Ordinary Soil
(I) Upto 3 m depth
438.41
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143.1
Providing concrete for plain concrete M-10 (using jhama brick aggregate) in open foundations complete as per drawings & technical specifications clauses 802, 803, 1202 and 1203.
(A) PCC grade M10
(I) Nominal mix (1:3:6)
86.27
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5004.96
Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204 In 1:4 cement mortar
708.8
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4733.24
Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
590.35
-
45.88
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
486
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199.83
Providing and 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 and bigger size towards the wall and 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 caluse 1204.3.8
291.6
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3156.78
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
34.42
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382.45
BILL NO. III : Sub-base & Base Courses
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Labour charge for breaking of jhama bats or jhama bricks into metal or chips & stacking serviceable material and unserviceable materials separately as per the direction of Engineer-In-Charge with all lifts and upto a lead of 100 m.
569.74
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408
Charge for construction of granular sub-base
Charge for construction of granular sub-base by providing well graded material (53 mm to 0.075 mm jhama brick aggregate, Grading-I) spreading in uniform layers with tractor with attachment on prepared surface, mixing by mix in place method 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 ( excluding the cost of jhama brick aggregates only)
511.88
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124.1
Granular Sub-base
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(A) By Mix in Place Method
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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.
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(ii) For Grading - II Material ( Jhama brick aggregate )
2727.51
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3142.35
WBM Grading - 3- 75mm compacted thickness
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Providing, laying spreading and compacting 53m.m to 12.5m.m jhama Brick aggregates to water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with three wheel vibratory roller 80 - 100 K.N static weight in stages to proper grade and camber, applying and brooming, filler materials to fill up the interstices of course aggregate, watering and compacting fill up the interstices as per technical specification clause 405.
1339.14
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3936.6
BILL NO. IV : Surface courses (Bituminous)
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Prime coat.
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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 0.7 - 0.1 kg/sqm using mechanical means as per Technical Specification Clause 502
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(i) Low Porosity
17855.1
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36.48
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.
17855.1
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12.94
20mm. Thick open - graded premix carpet using Bituminous (by cold mix technology ) Binder.
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates using cold mix technology on to required line, grade and level to serve as wearing course on a previously prepared bases 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 as per Technical Specification Clause 508.
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By Mechanical Means with Bitumen (by cold mix technology)
17855.1
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214.98
Seal coat
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Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
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i) By Manual Means with Bitumen (S-65) Type D
17855.1
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45.26
BILL NO. V : Road Logo other Road furniture
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Providing and fixing of retro-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle Iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450mm x 450mm x 600mm, 600m.m below ground level as per drawing and technical specification clause 801.
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900mm equilateral triangle
14
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2406.46
600mm circular
46
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2340.25
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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(II) Ordinary Kilometer Stone (precast)
5
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1995.56
(III) 200 m stone (Precast)
19
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535.47
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 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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9582.6
Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
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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 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
2
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11984.88
Providing and Fixing 'Maintenance Board' of PMGSY / Bharat Nirman Project
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Providing and fixing of typical Maintenance board 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 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
2
-
11984.88
Box cell Culvert
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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 & 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.
-
-
-
(A) Ordinary Soil
(I) Upto 3 m depth
662.2
-
143.1
Providing concrete for plain concrete M-15 (using jhama brick aggregate) in open foundations complete as per drawings & technical specifications clauses 802, 803, 1202 and 1203.
(A) PCC grade M15
(I) Nominal mix (1:2.5:5)
100.99
-
5189.69
Brick masonry work in cement mortar in foundation complete excepting pointing & plastering as per drawing & technical specification clause 602,603,604,1202 and 1204.
Brick masonry in 1:4 cement mortar
359.62
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4605.32
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 In 1:4 cement mortar
204.79
-
4803.89
Plain / reinforced cement concrete in substructure complete as per drawing & technical specification Clause 802,804,805,806,807,1202 & 1204.
(A) RCC grade M25
(I) Upto 5m height
122.28
-
8382.81
Supplying fitting and placing TMT bar reinforcement (Fe415) in substructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
14.11
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65638.99
Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
22.35
-
415.81
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
306
-
199.83
Providing and 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 and bigger size towards the wall and 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 caluse 1204.3.8
172
-
3156.78
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
106.96
-
382.55
Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8
i) Sandy material
241.72
-
799.02
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
i) RCC Grade M-25
a) Upto 5 m height
50.02
-
9014.63
Supplying, fitting, & placing TMT bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
5.02
-
66362.19
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
34.8
-
2987.98
Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
20
-
1422.12
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
144.1
-
214.98
Seal coat
-
-
-
Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
-
-
-
i) By Manual Means with Bitumen (S-65) Type D
144.1
-
45.26
Protection Works
-
-
-
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.
(A) Ordinary Soil
(I) Upto 3 m depth
228.64
-
143.1
Providing concrete for plain concrete M-10 (using jhama brick aggregate) in open foundations complete as per drawings & technical specifications clauses 802, 803, 1202 and 1203.
(A) PCC grade M10
(I) Nominal mix (1:3:6)
8.46
-
5009.94
Providing & laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303.
I. Cement concrete 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
139.2
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2401.72
Maintenance
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-
-
Total for 1st year maintenance (including 5% inflation)
4.71
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52823
Total for 2nd year maintenance (including 10% inflation)
4.71
-
61379
Total for 3rd year maintenance (including 15% inflation)
4.71
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123632
Total for 4th year maintenance (including 20% inflation)
4.71
-
171094
Total for 5th year maintenance (including 25% inflation)
4.71
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276373
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