Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 6,73,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_SQCEO_71923_1Bid Award Id
ViewTender No
19/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
3.1
84322
27200.7
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Cutting of Trees, including cutting of Trunks, Branches and Removal of stumps
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-
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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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(A) Lead upto 1000m
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-
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(i)Girth about 300m to 600m
14
2026
144.7
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(ii)Girth above 600m to 900m
10
2731
273.1
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(iii) Girth above 900m to 1800m
7
3550
507.2
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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.
3.83
136963
35798.09
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Dismantling of Structures
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-
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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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-
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(i) Wooden /SPT Bridge
40.3
100750
2500
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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
1381
25134
18.2
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(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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For all classes of soil
21258
482557
22.7
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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.
5930
343347
57.9
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(B) For spreading within 100m.
2541
117902
46.4
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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
3996
268132
67.1
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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
7993
354090
44.3
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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
27975
724553
25.9
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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
9540
1470114
154.1
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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
2150
76970
35.8
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Road side Pucca Drains
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-
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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 ai site
B) Traoezodial drain (top clear width 600mm. Bottom clear width 300mm and clear depth of 400
(i) In Ordinary soil
1600
2827584
1767.24
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Toe Wall
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-
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(i) Earth work in excavation for Toe wall 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 50m. Dressing of sides and bottom and back filling in trenches with excavated suitable material.
138
19748
143.1
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(ii) Brick masonry work in cement mortar (in substructure) complete excepting pointing & plastering, as per drawing & technical specification clauses 602, 603, 604, 1202 and 1204.
130
613877
4722.13
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(iii) Plastering with cement mortar (1:4) 15mm thick on brickwork (in substructure) as per Technical specification clauses 613.4 & 1204.
131
15746
120.2
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(iv) Providing weepholes in brick masonry toe 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
75
14970
199.6
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(v) 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.
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-
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(i) In foundation below GL
21
113484
5404
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(ii) In Copings
5
27020
5404
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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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(A) Granular Sub-base
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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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BY manual means
687
2202632
3206.16
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Dismantling of brick soling,stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 1000m as per MoRD Technical Specification Clause 202
658
234906
357
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Required sizes for GSB (53mm to 0.075mm) as per MoRD Technical Specification Clause 401.
568
235834
415.2
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Charge for construction of granular sub-base by providing well graded material spreading in uniformlayers with tractor with attachments on prepared surface, mixing by mix in place method at OMC, applying and brooming sand to fill up the interstices of coarse aggragate watering and compacting
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-
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For Grading - II Material
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-
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By mix in place Method
517
65194
126.1
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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.
1063
4204165
3955
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BILL NO. IV : Surface courses (Bituminous)
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-
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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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-
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(i) Low Porosity
14176
512462
36.15
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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.
14176
182445
12.87
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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)
14176
2819039
198.86
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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
14176
690371
48.7
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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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-
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600mm equilateral triangle aluminum sheeting
108
247201
2288.9
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600mm Dia circular aluminum sheeting
8
19321
2415.1
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800 x 600 mm rectangular aluminum sheeting
6
15665
2610.9
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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)
4
8220
2054.98
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(III) 200 m stone (Precast)
16
8742
546.39
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Construction of RCC guide posts of 250mm dia and total 600mm long, (300mm below G.L) M15 grade ( with jhama brick aggregate) case in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC Posts not to exceed 1 in 500 as per drawing and technical specification clause 1401.6.
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-
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(a) In ordinary soil
310
99826
322.02
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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.
33
14652
444
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Providing and Fixing 'Logo' of PMGSY Project
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-
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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 steel plate tube. All MS will be stove enamaled 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 1700.0. The rate includes cost of fixing in ground as per drawing, cost of all material, labour and carriage.
2
19073
9536.52
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Providing and Fixing 'Citizens' Information Board'
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-
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Providing and fixing PMGSY Citizen's Information Board as per MoRD Specifications and drawing, consisting of 75 mm square or 75mm steel tube frame welded with 25mm x 5mm MS flat iron strips, 4 nos. Horizontally and 2 nos. Vertically , two nos. CR/GI plates 1.6mm thick welded with the MSflats; all MS will be stove enamelled on all sides, painting the boards and lettering as per drawing with ready mixed synthetic enamel paint of superior quality in required shade and colour, fixed in ground with M-15 grade concrete (with jhama aggregate) 60 x60 x 75cm (depth) including cost of excavation, concrete all materials labour and carriage.
2
24047
12023.57
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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 PMGSY Maintenance board as per MORD specifications and drawing, consisting of 75mm square or 75mm steel tube frame welded with 25mm x 5mm MS flat iron strips, 4 nos horizontally and 2 nos vertically, two nos CR/GI plates 1.6mm thick welded with the MS flats; all MS will be stove enamelled on all sides, painting the boards and lettering as per drawing with ready mixed synthetic enamel paint of superior quality in required shade and colour, fixed in ground with M-15 grade concrete (with jhama aggregate) 60 x60 x 75cm (depth) including cost of excavation, concrete all materials labour and carriage.
2
24047
12023.57
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BILL NO. VI :
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RCC Bridge
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-
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Excavation for structure
-
-
-
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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.
Ordinary Soil
Upto 3 m depth
486
74164
152.6
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Filling in foundation
-
-
-
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Filling in foundation trenches as per drawing & technical specification Clause 305.3.9
Earth filling (For marshy soil)
327
32177
98.4
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Pile
-
-
-
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Bored Cast-in-Situ piles 1200 mm dia , M-25 grade RCC pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000 m.
226
3249360
14377.7
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Reinforcement for Pile
-
-
-
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Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawings & technical specifications Clauses 1000 & 1202
27
1888172
69932.3
... More
PCC (M-15)
-
-
-
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Providing concrete for plain / reinforced concrete in open foundation complete as per drawing & technical specification clause 802,803,1202 and 1203
Nomonal mix (1:2.5:5)(Hand mix)
9
51624
5736
... More
RCC M-25 in Pile cap
-
-
-
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Providing concrete for plain / reinforced concrete in open foundation complete as per drawing & technical specification clause 802,803,1202 and 1203
RCC grade M-25
159.67
1305099
8173.73
... More
Reinforcement for Pile cap
-
-
-
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Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawings & technical specifications Clauses 1000 & 1202
12
839188
69932.3
... More
RCC M-25 in Abutment /Pier
-
-
-
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Plain / reinforced cement concrete in substructure complete as per drawing & technical specification Clause 802,804,805,806,807,1202 & 1204.
RCC Grade M-25
For height above 5 m upto 10 m
41
364262
8884.43
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Reinforcement for Abutment /Pier
-
-
-
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Supplying, fitting & placing HYSD bar reinforcement in substructure complete as per drawings & technical specifications Clauses 1002,1005,1010 & 1202
3.39
237333
70009.7
... More
Weep hole
-
-
-
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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.
14
2981
212.9
... More
Backfilling
-
-
-
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Back filling behind abutment , wing wall & return wall complete as per drawing & technical specification clause 1204.3.8
Sandy material
178
221186
1242.62
... More
Filter media
-
-
-
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Providing & laying filter media with granular crushed aggregate 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
32.63
150458
4611.02
... More
Elastomeric Bearting
-
-
-
... More
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
57600
80640
1.4
... More
Bearing with Steel attachment
-
-
-
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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 with all lifts and lead
38484
65423
1.7
... More
Expansion Joint
-
-
-
... More
Supplying and installing strip seal type Elastomeric expansion joint of approved design and make as per drawing and technical specification of MoRTH with all lifts and lead upto 1000 m.
13.2
142010
10758.3
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RCC Superstructure
-
-
-
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Providing & laying reinforced cement concrete in superstructure as per drawing & technical specification Clause 800,
RCC M-25
For height from 5 m to 10 m
115.91
1153320
9950.13
... More
Reinforcement for Superstructure
-
-
-
... More
Supplying, fitting & placing HYSD bar reinforcement in superstructure complete as per drawings & technical specifications Clauses 1002,1010 & 1202
23.18
1640706
70781.1
... More
Handralling
-
-
-
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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 )
67.92
142874
2103.56
... More
Wearing Course
-
-
-
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawings & technical specifications Clauses 800, 900 & 1206.3
14
178461
12747.23
... More
Drainage spout
-
-
-
... More
Providing and placing in position drainage Spouts complete as per drawing ( SD / 205 ) and MoRT&H Technical Specification Clause 515, 2705.
10
66987
6698.7
... More
PCC below Approach slab
-
-
-
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P.C.C. M 15 oridinary grade (1:2.5:5) levelling course below approach slab complete as per drawing & technical specifications Clauses 800 and 1211
P.C.C grade M 15
Nominal mix 1:2.5:5 (Hand mixing)
6.93
44629
6440
... More
Approach slab
-
-
-
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Reinforced Cement Concrete M 25 grade approach slab including reinforcement & formwork complete as per drawing & technical specifications Clauses 800 & 1211
17.28
210426
12177.43
... More
Routine Load test
-
-
-
... More
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
104867
104866.6
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 5% inflation)
3.83
182416
47678
... More
Total for 2nd year maintenance (including 10% inflation)
3.83
234625
61324
... More
Total for 3rd year maintenance (including 15% inflation)
3.83
497012
129904
... More
Total for 4th year maintenance (including 20% inflation)
3.83
476455
124531
... More
Total for 5th year maintenance (including 25% inflation)
3.83
577002
150811
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