Pradhan Mantri Gram Sadak Yojana Tender
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EMD
₹ 12,34,700Document Cost
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Description
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Contact
Tender Id
2018_CEASM_69448_35Bid Award Id
ViewTender No
CE/PMGSY/909/2017-18/20 Lot-2Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Private Land
11572.97
-
261.73
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Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition)
75.8
-
123.94
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Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private Land
1233.04
-
324.95
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Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material
1008.62
-
2923.3
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WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
(B) By Mechanical Means
466.92
-
3975.33
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WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(B) By Mechanical Means
466.92
-
4052.39
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Prime Coat :
Low porosity
Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base/WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
6225.66
-
31.67
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Tack Coat
Providing and applying tack coat with Bitumen emulsion (CRS-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.
6225.66
-
11.58
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
Case - I By Manual Means
(iv) Crumb Rubber Modified Bitumen
6225.66
-
209.69
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Seal Coat
Providing and laying seal coat sealing the voids in a 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
By Manual Means
Case - I : Type A
(iv) Crumb Rubber Modified Bitumen
6225.66
-
84.78
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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 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm 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
1
-
24354.72
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Providing and Fixing Title information Board of PMGSY Project (RCC)
Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering.
1
-
17917.93
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Providing and Fixing Title information Board of PMGSY Project (RCC)
Providing and fixing of typical PMGSY Maintenance information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering.
1
-
21125.27
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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
(ii) Ordinary Kilometer stone (precast)
2
-
2590.64
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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
(iii) 200m Stone (precast)
7
-
672.83
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Traffic Signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701
(ii) 600mm equilateral triangle
8
-
4301.08
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Traffic Signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701
(vi) 600mm x 600mm square
3
-
6470.86
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Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
12
-
624.82
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Rumble Strips
Provision of 15 n0s.rumble strips covered with premix bituminous carpet,15.2 mm high at centre,250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint.
The rate per sqm of premix carpet and road marking may be adopted from Chapters 5&10 respectively for the quantities calculated from approved drawings.
4.2
-
381.98
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Excavation for Structures
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
143.6
-
115.77
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Plain cement Concrete M10 (1:3:6 Nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
11.05
-
5920.84
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Type B (First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105
17.95
-
1281.42
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding (B) 1000 mm dia
37.5
-
7818.45
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
57.55
-
6090.18
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
65.55
-
6781.63
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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
8.75
-
1602.39
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Excavation for Structures
Earth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH clause No.304.
i. In Ordinary Soil
367.07
-
163.44
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Providing and constructing temporary Island 16 m diameter for construction of well foundation for 8 m dia well.
2
-
42052.89
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Providing and laying of cutting edge of mild steel weighing 40 K.G. per meter for Well foundation complete as perv drawing and as per technical specifications .
4.68
-
116874.36
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Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork.
A. Well Curb ii) RCC M - 25 grade Case - I : Using concrete mixer.
100.27
-
9334.24
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Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork.
B. Well steining V) RCC M- 25 grade Case I : Using concrete mixer.
1036.13
-
8320.69
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Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork.
C. Bottom Plug
Concrete to be placed using tremie pipe.
ii) PCC grade M-25 Case - I : Using concrete mixer.
177.85
-
8828.03
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Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork.
E. Top plug iii) PCC grade M-25 Case - I : using concrete mixer.
33.48
-
7564.78
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Plain / Reinforced Cement concrete, in well foundation complete as per drawing and technical specificatin including steel shuttering formwork.
F. Well Cap ii) RCC M - 25 grade Case - I : using concrete mixer.
192.02
-
8908.62
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Sinking of 6 m external diameter Well throgh all types of soil (other than pneumatic method of sinking) complete as per Drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
I) Depth below Bed level up to 3.0m
6
-
5272.08
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Sinking of 6 m external diameter Well throgh all types of soil (other than pneumatic method of sinking) complete as per Drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
II) Beyond 3.0 m upto 10.0 m
14
-
7574.99
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Sinking of 6 m external diameter Well throgh all types of soil (other than pneumatic method of sinking) complete as per Drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
III) Additional depth beyond 10 m up to 20 m
18.72
-
10003.89
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Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
I) Depth below Bed level up to 3.0m
6
-
8000.62
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Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
II) Beyond 3.0 m upto 10.0 m
14
-
10863.09
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Sinking of 7 m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per drawing technical specifications. Depth of sinking is rekonewed from bed.
A. Sandy soil
III) Additional depth beyond 10 m up to 20 m
16.42
-
14348.67
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Sand Filling in Well complete as per drawing and per drawing technical specifications
1063.77
-
2167.85
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Reinforcement in Foundation: Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe500 in foundation complete as per drawing and technical specifications
TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.
64.57
-
73812.46
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Supplying, fitting and placing uncoated mild steel reinforcement in foundation complete as per drawing and Technical Specifications
0.3
-
65978.69
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Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications and steel shuttering formwork. F. RCC Grade M 25
(a) Height up to 5.0 m Case – I : Using Concrete Mixer
262.14
-
8556.77
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Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe-500 from primary producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc. in Sub-Structure complete as per drawing and technical specifications
TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.
36.57
-
62966.4
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Supplying, fitting and placing conforming to IS: 1786(Fe-500) MS reinforcement complete in sub-structure as per drawing and technical specification
0.96
-
66237.47
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Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
1467
-
578.85
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Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
1467
-
670.79
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Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications including steel shuttering formwork. D. RCC / PSC Grade M 35, Case - I : Using Concrete Mixer ii) T-beam & slab (a) Height upto 5m
642
-
8837.11
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Reinforcement in Foundation: Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe500 from primary producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/ RINL etc. in Super-Structure complete as per drawing and technical specifications
TMT - IS 1786 (Fe-500 D) from Primary Producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/RINL etc.
87.25
-
63922.07
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High tensile steel wires/ strands including all acessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications.
17.06
-
247579.82
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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
207.16
-
1956.74
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
53.16
-
12715.41
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
29.48
-
6678.34
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Drainage Spouts complete as per drawing and Technical specification
40
-
7210.66
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Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
With Crushed stone
18.76
-
11702.53
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Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing
274.2
-
2472.26
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Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder
530.94
-
1531.68
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Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302
159.28
-
2007.36
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