Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 5,23,000Document Cost
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Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_SQCEO_70690_1Bid Award Id
ViewTender No
16/EO/TRRDA/2018-19Tender 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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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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-
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(A) By manual means
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-
-
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(i) In area of non thorny Jungle
1.7
47004
27649.6
... More
Cutting of Trees, including cutting of Trunks, Branches and Removal of stumps
-
-
-
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Cutting of Trees including cutting of Trunks branches and removal of stumps and roots, refilling,
compaction of back filling and stacking of serviceable material by manual means with all leads as per
technical specification clause 201.
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-
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A) Lead upto 1000m
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-
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(iii) Girth above 900mm to 1800mm
33
17014
515.6
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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.
2.07
77093
37315.28
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Bill No. II : Earth work Erosion control & Drainage
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-
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Compacting Original ground
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-
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(i)Compacting original ground supporting embankment
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-
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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
2245
41532
18.5
... More
(ii) Compacting original ground supporting sub grade
-
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-
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Loosening of the ground upto a level of 300mm below the sub grade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for sub grade construction as per technical specification clause 303.5.2
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-
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For all classes of soil
10995
253984
23.1
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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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-
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(A) For spreading beyond 100m.
1828
107486
58.8
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(B) For spreading within 100m.
783
36957
47.2
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Excavation in cutting in soil by manual means with lead upto 50.0m.
-
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-
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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
8435
575267
68.2
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Excavation in Soil with Dozer with lead upto 100 m.
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-
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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
17069
768105
45
... More
Excavation in soil using hydraulic Excavator and Tippers with disposal upto 1000m
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-
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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
60342
1586994
26.3
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Construction of sub grade and earthen shoulder
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-
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Construction of sub grade and earthen shoulder with approved materials obtained from borrow pits/cuts with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead 1000 m as per Technical specification Clause 303.1
5210
805466
154.6
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Protection Works
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-
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Surface Drains
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-
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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 Drains in Ordinary Soil
(A) Manual Means
2432
88524
36.4
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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
350
628771
1796.49
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BILL NO. III : Sub-base & Base Courses
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-
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Granular Sub-base
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-
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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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-
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(ii) For Grading - II Material ( Jhama brick aggregate )
711
2363136
3323.68
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WBM Grading - 3- 75mm compacted thickness
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-
-
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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.
458
1875780
4095.59
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BILL NO. IV : Surface courses (Bituminous)
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-
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Prime coat.
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-
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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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-
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(i) Low Porosity
6099.88
224902
36.87
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Tack coat
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-
-
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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.
6099.88
79969
13.11
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20mm. Thick open - graded premix carpet using Bituminous (by cold mix technology ) Binder.
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-
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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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-
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By Mechanical Means with Bitumen (by cold mix technology)
6099.88
1274752
208.98
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Seal coat
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-
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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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-
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i) By Manual Means with Bitumen (S-65) Type D
6099.88
315973
51.8
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BILL NO. V : Road Logo other Road furniture
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-
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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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600mm equilateral triangle aluminum sheeting
100
232680
2326.8
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
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-
-
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(II) Ordinary Kilometer Stone (precast)
3
6410
2136.97
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(III) 200 m stone (Precast)
8
4512
564.09
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Boundary pillar (with PCC M15 grade using jhama Brick aggregate and reinforcement)
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-
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Plain cement concrete M15 grade (Using jhama brick aggregate and reinforcement) boundary pillar / local stone of standard design as per IRC : 25 fixed in position including finishing and lattering but excluding painting as per drawing and technical specification clause 1704.
19
8569
451
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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 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
19333
9666.84
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Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
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-
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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
24380
12190.23
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Providing and Fixing 'Maintenance Board' of PMGSY / Bharat Nirman Project
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-
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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
24380
12190.23
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Cross Drainage Structure
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-
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BILL NO. VI : CD Works
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-
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Box cell Culvert
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-
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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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-
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(A) Ordinary Soil
(I) Upto 3 m depth
28.44
4135
145.4
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Construction of Wing Walls, Return Wall etc.
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-
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Providing M-15 concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
1.76
9665
5492
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Brick masonry work in 1:4 cement mortar in wing wall, Return wall etc. complete excepting pointing & plastering as per drawing & technical specification clause 602,603,604,1202 and 1204.
13.2
62349
4723.48
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Plastering with cement mortar (1:4) 15 mm thick on brickwork in wing wall, Return wall etc. in substructure as per technical specification clause 613.4 & 1204
19.64
2362
120.3
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Plain / reinforced cement concrete in substructure complete as per drawing & technical specification Clause 802,804,805,806,807,1202 & 1204.
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-
-
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(i) PCC grade M-15 below base slab
4.35
23890
5492
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(i) RCC grade M-15 in Pillars for inscribing Structure Number
0.32
1757
5492
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(i) RCC grade M-25
3.24
27058
8351.41
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Supplying, fitting & placing HYSD bar
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-
-
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Supporting fitting and placing HYSD bar reinforcement (Fe500) in substructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
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-
-
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(I) In RCC Box
0.39
25601
65645.88
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(II) In Pillar for inscribing Structure Number
0.02
1312
65645.88
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Providing and laying reinforced cement concrete (using fine sand) in superstructure as per drawing and technical specification clause 800,1205.4 & 1205.5
-
-
-
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(I) In RCC grade M25
1.69
16677
9868.32
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Supplying, fitting & placing HYSD bar
-
-
-
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Supporting fitting and placing HYSD bar reinforcement in superstructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
0.2
13273
66369.08
... More
Drainage spout
-
-
-
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Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209
4
5779
1444.9
... More
Providing and laying of cement concrete block pitching
-
-
-
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Providing and laying of cement concrete blocks of size as per Table 1300 1 cast - in - situ and made with nominal mix of M-15 grade cement concrete (Using jhama Brick aggregate) as per drawing and technical specification clauses 1301 ((rate includes preparation of floor)
1.3
7139
5492
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Painting two coats on new concrete surface
-
-
-
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surface as per drawing and Technical Specification on Pillars for inscribing Structure Number
3.84
273
71.3
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Printing new letters and figures of any shade
-
-
-
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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 in English or Roman
Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 mm height, i.e., 1.6 m
400
160
0.4
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Bailey Bridge ( CH:1630 m)/ Span: 45.72 m
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-
-
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Excavation for structure
-
-
-
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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
Upto 3 m depth
82.99
12664
152.6
... More
Construction of Wing Walls, Return Wall etc.
-
-
-
... More
Providing M-15 concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
12.68
69638
5492
... More
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
(i) upto 5 m height
-
-
-
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(a) Pedestal Base Slab
11.65
99031
8500.53
... More
(b) Pedestal
24.58
208943
8500.53
... More
(c) Dirt Wall
3.38
28731
8500.53
... More
(d) Wing Wall
0.93
7905
8500.53
... More
(e) Approach Slab
12.6
107106
8500.53
... More
Supplying, fitting & placing HYSD bar reinforcement in substructure complete as per drawings & technical specifications Clauses 1002,1005,1010 & 1202
-
-
-
... More
(a) in Pedestal Base Slab
2.17
144649
66658.96
... More
(b) in Dirt Wall, Wing Wall, Approach Slab
2.03
135317
66658.96
... More
Supplying, fitting & Placing Bailey Bridge
-
-
-
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(a) Manufacture and supplying of all componenets for single lane (3.277m carraigeway) bailey type unit
steel bridge of IRC Class 24R loading with steel decking complete including packing and forwarding
charges at Ambassa Stockyard. - 150 ft.
1
11190928
11190928
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(b) Carraige of all componenets for single lane (3.277m carraigeway) bailey type unit steel bridge of IRC Class 24R loading with steel decking, pannels, bearing plate and other accessories complete
including unloading and loading from stockyard to work site as per direction.
80.14
15145
189
... More
(c) Labour for erection of all componenets for single lane (3.277m carraigeway) bailey type unit steel
bridge of IRC Class 24R loading with steel decking, pannels, bearing plate and other accessories
complete as per requirement and as per direction of Engineer-in-charge. - 150 ft
1
1199667
1199667.48
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Maintenance
-
-
-
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Total for 1st year maintenance (including 5% inflation)
2.07
105177
50909
... More
Total for 2nd year maintenance (including 10% inflation)
2.07
131608
63702
... More
Total for 3rd year maintenance (including 15% inflation)
2.07
254795
123328
... More
Total for 4th year maintenance (including 20% inflation)
2.07
328446
158977
... More
Total for 5th year maintenance (including 25% inflation)
2.07
405609
196326
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