Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 18,15,900Document Cost
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Description
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Contact
Tender Id
2018_CEASM_67509_13Bid Award Id
ViewTender No
No. CE/PMGSY/909/2017-18/7Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Construction of embankment with approved materials obtained from borrow pits :- Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause .
(i) Private land
15796.81
-
261.73
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Construction of sub-grade and earthen shoulders :- Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause. (a) Privet land
5243.13
-
324.95
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Excavation in Cutting in Soil by manual means with lead upto 50 m :- 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)
232.63
-
123.94
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(A) 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.
(I) For Grading II Material
2052.73
-
2900.08
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Water Bound Mecadam Sub-Base/Base
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2(for Gr-II)/ density grading 3 (for Gr-III) as per Technical Specification Clause 405.
Using Stone Screening:
2) Grading-II (A) By manual Means
950.59
-
4169.44
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Water Bound Mecadam Sub-Base/Base
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2(for Gr-II)/ density grading 3 (for Gr-III) as per Technical Specification Clause 405.
Using Stone Screening:
3) Grading-III (A) By manual means
951.6
-
4263.96
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Prime-Coat ( I) Low porosity Providing and applying primmer coat with bitumin emultion (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 Clause 502.
12617
-
31.55
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Tack-coat (III) Providing and applying tack coat with bitumin emultion (CRS-1) using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503.
12617
-
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 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 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.
Case-I By Manual Means
(i) Bitumen (S-90)
12617
-
214.25
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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
By mechanical means.
Case I Type-A(11.2mm to 2.36mm)
(i) Bitumen (S-90)
12617
-
87.01
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Trafic - Signs A. Retro- reflectorised Trafic Signs (1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801.
(ii) 60cm equilateral triangle
11
-
4309.48
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Kilometer Stone Reinforce cement concreter M15 grade kilometer 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)
4
-
2590.64
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Kilometer Stone Reinforce cement concreter M15 grade kilometer 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) 200 m Stone (precast)
10
-
672.83
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Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1
1
-
24521.56
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Providing and fixing of typical informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1
1
-
27876.27
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Dismentling of existing structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
By manual Means
219
-
414.96
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Earthwork in excavation for structures as per drawings and technical specificationsCl.305.1 , including setting out, construction of shoring and bracing, including removal of stumps and other deleterious matterand dsposal upto a lead of 50m , dressing of sides and bottom and back filling n trenches wth excavated suitable materials I) In Ordinary Soil
B. Mechanical means.
i) Depth up to 3.00 m (without dewatering)
1695.14
-
115.77
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Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m as per MORTH Section No. 1100,1600 & 1700 .
Pile diameter = 1000 mm
242.23
-
12534.94
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Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications of MORTH section no 1100
a) Initial load test
175
-
374.55
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Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications 0f MORTH section no 1100,1500&1700
A. RCC grade M - 20
Case I : Using concrete mixer
113.52
-
8257.12
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Levelling course for Pile cap
Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications 0f MORTH section
8.1
-
6827.02
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Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specifications Clauses 1600 with TATA make TMT rebar
94.47
-
73812.45
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Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications clauses 1500,1700 &2200
C) RCC Grade M 25
I) Height up to 5.0 m
Case-I : Using Concrete Mixer
394.64
-
8556.77
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Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and Technical Specifications Clauses 1002,1005,1010 and 1202
44.14
-
66237.46
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Supplying, fitting and placing mild steel reinforcement in substructure complete as per drawing and Technical Specifications Clauses 1002,1005,1010 and 1202
0.19
-
62966.4
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Supplying, fitting and fixing in position true to line and level elastomer bearing conforming to IRC : (83 pt.II) section ix and clause 2003 of MORTH specifications complete including all accessories as per drawing and technical specifications as per MORTH section 2000, 2200
443520
-
1.8
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specificationclause 800,1205 and 1205.5 A) With Crushed Stone
II. RCC grade M - 25
Case I : Using concrete mixer
For T beam and slab
1) Height up to 5.0 m
478.65
-
9527.19
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Supplying , fitting and placing TMT bar reinforcemet complete as per drawing and technical specification Clauses 1002,1010,and 1202
86.23
-
63922.06
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Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical specification Clauses 800 and 1206.3.
67.38
-
12715.41
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Construction of RCC railing of M30 grade n Cast in Situ ,wth 20mm nomnal sze aggregates true to line and grade tolerrance of vertcal railing post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm as per drawing and techincal specification Clauses 800,900 and 1208.3
257.76
-
1956.74
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Drainage Spouts complete as per approved drawing and technical specifications clause1209
54
-
7210.65
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Providing and layng buried expansion joint, covered with 12 mm thick,200mm wide galvanised weldable structural steel plate as per IS: 2062placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete welding of 8mm dia 100mm long galvanshed nails spaced 300mm c/c along the centre line of plate as per technical specification Clauses 1207.2.3
15
-
1473.23
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Providing and fixing in postion 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supporetd spans covered with sealant complete as per drawing and technical specfications
15
-
309.85
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Boulder apron laid in wire crates
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.as per Clause No. 2503 of MORTH Specification of Roads and Bridge Works.
804.84
-
3564.69
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Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment, complete as per drawing and Technical Specifications of Clause 2504 of MORTH Specification of Roads and Bridge Works. A) Stone / Boulder
842.91
-
2624.35
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Providing and laying filter materials underneath pitching in slopes complete as per drawing and Technical Specifications as per Clause No. 2504 of MORTH Specification of Roads and Bridge Works.
505.72
-
2419.02
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Well Foundation Providing and Construction temporary Island 16m diameter for construction of well foundation for 8m dia well complete as per clause 1203.2 of MORTH specifications.
A. Depth of water 4m and height of island 4.5m.
3
-
782891.22
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Providing and constructions one span service Road 10 m width to reach Island locations to another pier locations.
75
-
2239.36
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Providing and laying of cutting edge of mild steel weight 40kg per meter for well foundation complete as per drawing and as per clause 1200 & 1900 of MORTH specification.
4.02
-
116874.36
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Plain / Reinforced Cement concrete in well foundation complete as per drawing and clause 1200,1500,1700 of MORTH specification
A. Well curb i) RCC M25 grade Case -I using concrete mixer.
44.33
-
9334.24
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Plain / Reinforced Cement concrete in well foundation complete as per drawing and clause 1200,1500,1700 of MORTH specification
B) Well steining iv) RCC M25 grade Case-I using concrete mixer
1607.28
-
8556.76
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Plain / Reinforced Cement concrete in well foundation complete as per drawing and clause 1200,1500,1700 of MORTH specification
C) Bottom Plug ii)PCC grade M25 Case-I using concrete mixer
252.79
-
8828.03
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Plain / Reinforced Cement concrete in well foundation complete as per drawing and clause 1200,1500,1700 of MORTH specification
D) Intermidate Plug ii)PCC grade M25 Case-I using concrete mixer
33.92
-
7741.84
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Plain / Reinforced Cement concrete in well foundation complete as per drawing and clause 1200,1500,1700 of MORTH specification
E) Top Plug ii)PCC grade M15 Case-I using concrete mixer
18.09
-
7564.77
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Plain / Reinforced Cement concrete in well foundation complete as per drawing and clause 1200,1500,1700 of MORTH specification
C) Well Cap
ii)RCC grade M25 Case-I using concrete mixer
233.86
-
8908.62
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Sinking of 6m eternal diameter well through all types of soil (other than pneumatic method of sinking) complete as per Drawing as per MORTH Section No. 1200
A) Sandy soil.
i) Depth below Bed level up to 3.0m
9
-
5272.07
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Sinking of 6m eternal diameter well through all types of soil (other than pneumatic method of sinking) complete as per Drawing as per MORTH Section No. 1200
A) Sandy soil. II) Beyond 3.0 m upto 10.0m
21
-
7574.99
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Sinking of 6m eternal diameter well through all types of soil (other than pneumatic method of sinking) complete as per Drawing as per MORTH Section No. 1200
A) Sandy soil. III) Additional depth beyond 10m up to 20m
30
-
10003.89
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Sinking of 7m eternal diameter well through all types of soil (other than pneumatic method of sinking) complete as per Drawing as per MORTH Section No. 1200
A) Sandy soil.
i) Depth below Bed level up to 3.0m
6
-
8000.62
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Sinking of 6m eternal diameter well through all types of soil (other than pneumatic method of sinking) complete as per Drawing as per MORTH Section No. 1200
A) Sandy soil. II) Beyond 3.0 m upto 10.0m
14
-
10863.09
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Sinking of 6m eternal diameter well through all types of soil (other than pneumatic method of sinking) complete as per Drawing as per MORTH Section No. 1200
A) Sandy soil. III) Additional depth beyond 10m up to 20m
19.88
-
14348.67
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Sand filling in well complete as per drawing and as per Technical specification as per MORTH section No. 1207
1550.5
-
2167.85
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Reinforced Cement Concrete approach slab M25 including reinforcement and formwork complate as per drawing and Technical Specifications clause 800, 1211 A) With crushed stone i) Nominal mix 1:2.5:5
52.82
-
10321.69
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Providing and laying of an strip seal expansion joint catering to maximum horizontal movement of 70mm , complete as per approved drawing and standard specifications to be installed by manufacturer /supplier or treir authorised representative ensuring comliance to the manufacture indtructions for installation and as per technical specification Clause 1207
36.85
-
29246.68
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