Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 20,16,100Document Cost
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Description
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Contact
Tender Id
2018_CEASM_67509_56Bid 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/
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Documents
BOQ Items
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Cutting of trees, including cutting of trunks,Branches and Removal of Stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Tecnical Specification Clause 201.
A.Lead upto 100m.
IV. Girth above 1800mm to 2700mm
1
-
1541.33
... More
Dismantling of Structures :- 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 scafolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause202.
I. By Manual Means (B) Cement Concrete
2
-
414.96
... More
Dismantling Brick/tile Work :-Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift lead of 1000 m as per Technical Specification clause 202. (B) Cement Morter
23.48
-
256.96
... More
Removing all types of Hume Pipe :-Removing all types of Hume Pipes and stacking Within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as Per Technical Specification clause 202.
(B) Above 600 mm to 900 mm dia Hume Pipe
7.5
-
232.22
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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
27707.89
-
261.73
... More
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
5165
-
324.95
... More
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)
31.26
-
123.94
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Striping,Storing and Relaying Top Soil from Right-of-Way (R.O.W) :- Striping, storing and preservatio of top soil by keeping it damp in stock piles and keep wet till it is used by road side at 15 M interval and reapplication on embankment slopesa, cut slopes and other areas in localities wher the available embankment mate
298.44
-
194.09
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Striping,Storing and Relaying Top Soil from Borrow areas in Agricultural fileds :- Striping of top soilfrom borrow areas located in agriculture fields, storing at a suitable place, spreading and relaying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels to the satisfaction of the farmer/land owner as per Technical Specification Clause 302.3.2.
613.39
-
129.39
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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
1818.75
-
3193.41
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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
844.28
-
4890.73
... More
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
848.56
-
4891.45
... More
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.
11257.07
-
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.
11257.07
-
11.58
... More
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)
11257.07
-
219.93
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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)
11257.07
-
88.06
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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
19
-
4226.06
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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.
(iv)80cm x 60cm rectangular.
2
-
7672.26
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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
-
2402.11
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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)
12
-
639.23
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Boundary Pillar Reinforced cement concrete M15 Grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
30
-
687.13
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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
-
24354.72
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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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Filling in foundation trench as per Drawing & Technical Specification Clause 305.3.9 i. Sand filling
270.6
-
1602.39
... More
Providing concrete for Plain/Reinforced concrete, in open foundation complete as per drawing and technical specification Clause 802, 803, 1202 and 1203 A. with crushed stone ii. PCC M-15 nominal mix (1:2.5:5) including steel shuttering formwork
93.23
-
5772.16
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Providing concrete for Plain/Reinforced concrete, in open foundation complete as per drawing and technical specification Clause 802, 803, 1202 and 1203 A. with crushed stone iii. PCC M-20 (N) (1:2:4) including steel shuttering formwork
18.72
-
6533.29
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Providing concrete for Plain/Reinforced concrete, in open foundation complete as per drawing and technical specification Clause 802, 803, 1202 and 1203 A. with crushed stone iv. RCC M-20 including steel shuttering formwork.(N)
43.78
-
6933.6
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Supplying fitting and placing TMT bars reinforcement in open foundation complete as per drawing and technical specification Clause 1000, 1202
0.8
-
63480.55
... More
Providing concrete for Plain/Reinforced concrete, in sub-structure complete as per drawing and technical specification Clause 802, 804, 805, 806, 1202, 1204 A. with crushed stone ii. PCC M-15 nominal mix (1:2.5:5) including steel shuttering formwork
121.1
-
6105.17
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Supplying fitting and placing TMT barsreinforcement (Fe 500) in substructure complete as per drawing and technical specification Clause 1002, 1005, 1010, 1202
13.08
-
63618
... More
Providing concrete for Plain/Reinforced concrete, in sub-structure complete as per drawing and technical specification Clause 802, 804, 805, 806, 1202, 1204 A. with crushed stone iii. RCC grade M-20 including steel shuttering formwork
a) Height upto 5 m,Case-I
270.7
-
7333.24
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Providing and laying Bituminus wearing Coat comprising of 20mm thick premix carpet with 5mm thick seal coat type B for culvert as per drawing and technical specification Clause 1206.2 and 500
159.12
-
239.39
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Providing Pressure relief pipes 100 mm dia. In bottom slab of box cell on a filter media base of 500x 500 mm as per drawing and technical specfication clause 1205.5.7
72
-
687.92
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Providing and Laying Curtain wall complete as per drawing and Technical specification clause 1304
iii) Cement Concrete Grade M-10
38.09
-
5624.83
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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall.
187.2
-
1280.62
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Clause 1204.3.8
II. Sandy material
103.68
-
1788.76
... More
Providing Weep hole in brick masonry/ stone masonry, plain/ reinforced concrete abutment wing wall return wall with 100mm dia pipes extending through the full width of the structures with slope of 1 in 20 towards drawing face complete as per drawaing and technical specification Clause 614, 709, 1204.3.7
108
-
346.18
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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 as per MORTH Clause No. 304
B. Mechanical means.
i) Depth up to 3.00 m (without Dewatering)
1945.81
-
115.77
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Providing and constructions one span service Road 10 m width to reach Island locations to another pier locations.
150
-
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.
5.02
-
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.
62.2
-
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
1953.56
-
8556.77
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Plain / Reinforced Cement concrete in well foundation complete as per drawing and clause 1200,1500,1700 of MORTH specification
C) Bottom Plug ii)PCC grade M25 Case-I using concrete mixer
310.33
-
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
22.62
-
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
39.26
-
7564.78
... More
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
322.86
-
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
6
-
5272.08
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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
-
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
20
-
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
12
-
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
28
-
10863.09
... More
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
40
-
14348.67
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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.
IV)Additional depth beyond 20m up to 30m without kentledge
1.01
-
30740.34
... More
Sand filling in well complete as per drawing and as per Technical specification as per MORTH section No. 1207
2050.26
-
2167.85
... More
Supplying, fitting and placing uncoated TMT reinforcement in foundation complete as per drawing and technical specifications as per MORTH Section No.1600
178.49
-
73812.46
... More
Supplying, fitting and placing uncoated TMT reinforcement in substructure complete as per drawing and technical specifications as per MORTH Section No.1600 &2200
57.84
-
66237.47
... More
Supplying fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : (83 pt. II) section IX and clause 2003 of MORTH specifications complete including all accessories as per drawing and technical specification as per MORTH Section 2000,2200
362880
-
1.8
... More
Plain/Reinforced Cement Concrete in Substructure Complete as per Technical Specification as Per MORTH Section 1500;1700;2200
E) RCC Grade M20 I)Height up to 5 meter
Case-I: Using Concrete Mixture
456.76
-
7913.22
... More
Providing and laying rainfored cement concrete in superstructure as per drawing and technical specification clause 800, 1205, 1205.5 A) with Crushed Stone II) RCC M25 case I : using concrete mixer For T beam and Slab 2) Height 5m to 10m
458
-
8837.11
... More
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications as per MORTH Section No.1600
73.06
-
63922.07
... More
Providing and laying cement concrete wearing coat M30 grade including technical specification of clause 800 and 1206.3
A) with Crushed stone
56.12
-
12715.41
... More
Construction RCC railing of M30 gradecast in situ grade with 20mm nominal size aggregate true to line and grade, tolerance of vertical RCC post not to exceed 1:500 center to center spacing between vertical post not to exceed 2000mm as per drawing and technical specification clause 800,900,1208.3 A) with crushed stone
219.04
-
1956.74
... More
Drainage spouts complete as per drawing and technical specifications clause 600,900,1208.40
46
-
7210.66
... More
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
40.56
-
10321.69
... More
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
44.22
-
29246.68
... More
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.
306.84
-
3564.69
... More
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
249.52
-
2624.35
... More
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.
189.71
-
3100.03
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