Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date29 Dec 2018
Closing Date14 Jan 2019
Tender Amount₹ 1,53,09,249
Costs
EMD
₹ 3,06,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_SQCEO_71930_1Bid Award Id
ViewTender No
20/EO/TRRDA/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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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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-
-
(i) In area of non thorny Jungle
1.21
32912
27200.7
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.
1.91
68292
35811.27
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
5449.32
365649
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
5449.32
241405
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
16347.97
423412
25.9
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
836.19
48415
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
-
-
-
(A) Earthen shoulder
2014.42
310422
154.1
(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
3676.65
66915
18.2
BILL NO. III : Sub-base & Base Courses
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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 )
639.2
1990571
3114.16
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.
(A) By Manual Means
435.83
1702561
3906.48
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
5810.94
212680
36.6
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.
5810.94
75426
12.98
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)
5810.94
1292411
222.41
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
5810.94
263351
45.32
BILL NO. V :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
800
1441832
1802.29
BILL NO. VI : 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
8
19230
2403.82
600mm circular
30
70121
2337.38
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)
2
3978
1989.41
(III) 200 m stone (Precast)
8
4274
534.37
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
19155
9577.67
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
23960
11980.08
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
23960
11980.08
BILL NO. VII :Protection Works
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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
348.29
49840
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)
69.41
345678
4980.24
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
500.33
2354017
4704.93
Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
441.6
18356
41.57
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
258
51553
199.82
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
232.2
725827
3125.87
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
299
113966
381.16
BILL NO. VIII :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.
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-
-
(A) Ordinary Soil
(I) Upto 3 m depth
130.28
18643
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)
21.12
109084
5164.97
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
69.82
319710
4579.07
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
33.6
160469
4775.89
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
28.11
242471
8625.82
Supplying fitting and placing TMT bar reinforcement (Fe415) in substructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
3.26
214024
65651.59
Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204
38.4
1596
41.57
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
60
11989
199.82
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
34.39
107556
3127.55
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
21
8006
381.25
Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8
i) Sandy material
53.81
42424
788.42
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
12.8
118497
9257.59
Supplying, fitting, & placing TMT bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202
1.28
84959
66374.79
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
9.8
29602
3020.71
Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
4
5688
1422.17
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
34.65
7706
222.41
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
34.65
1570
45.32
Protection Works
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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
64.39
9214
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)
2.38
11871
4988.01
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
39.2
102547
2616.01
Maintenance
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-
-
Total for 1st year maintenance (including 5% inflation)
1.91
99164
52000
Total for 2nd year maintenance (including 10% inflation)
1.91
118607
62196
Total for 3rd year maintenance (including 15% inflation)
1.91
262010
137394
Total for 4th year maintenance (including 20% inflation)
1.91
283849
148846
Total for 5th year maintenance (including 25% inflation)
1.91
577801
302990
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