Pradhan Mantri Gram Sadak Yojana Tender
If you're typing tender ID over and again or finding it difficult to go through the cumbersome government websites for looking at Delhi tenders online. We have come up with a solution i.e. we have collated every eprocurement Delhi tender on BidAssist. Also, for any queries related to an e-tender Delhi, like the bidding process, registration process, etc., the same are explained below.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date11 Jul 2018
Closing Date17 Jul 2018
Tender Amount₹ 10,72,26,000
Costs
EMD
₹ 21,45,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_CEASM_65793_5Tender No
CE/PMGSY/ADB/01/2017-18/15Tender 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
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a) From private land
3483
-
209
... More
Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401
(ii) for grading - II Material
2690.62
-
2898.78
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density B. By Mechanical Means
1) Grading -II (c) Using Screening Type-B (11.2mm Agg.)
1245.66
-
3848.67
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density B. By Mechanical Means
2) Grading –III (b) Using Screening Type-B (11.2mm Agg.)
1245.66
-
3931.67
... More
Prime Coat - Providing and applying primer coat with bitumin emulsion (SS-1) on prepared surface of granular base 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 (i) Low Porosity
16608.75
-
41
... More
Tack Coat - Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion 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
16608.75
-
13
... More
Premix Carperting
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 80-100kN 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-II By Mechnical Means- (i) Bitumen (S-90)
16608.75
-
163.97
... More
Seal-Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specific levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical means. Case-II Type -B (i) Bitumen (S-90)
16608.75
-
62.66
... More
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.
545.8
-
71
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
44.33
-
5299
... More
Plain Cement Concrete M15 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
326.46
-
5286
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
RCC Gr. M25
Height upto 5 M
86.6
-
7869
... More
Bedding for pipe
(ii) Type B(First Class) Bedding
Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)
(i) Sand Filling
40.83
-
1166
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
II. In 1:4 cement mortar
225.86
-
3387
... More
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications
2.11
-
65583
... More
Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications
5.93
-
66360
... More
Drainage Spouts complete as per drawing and Technical specification
6
-
1535
... More
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixedends of simply supported spans,covered with sealant complete as per drawing and technical specification.
12
-
13
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
72
-
182
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
305.58
-
126.6
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
(B) 1000 mm dia
52.5
-
6235
... More
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
10.67
-
1166
... 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
24.54
-
1166
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
12.27
-
1646.76
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications clauses 800, 900 and 1208.3
42
-
2584
... More
Kilometre Stone (Reinforced cement concrete M-15) grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.)
(ii) Ordinary Kilometre Stone (precast)
5
-
2058
... More
Kilometre Stone (Reinforced cement concrete M-15) grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.)
(ii) 200 m stone (precast)
16
-
546
... More
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm 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 drawings and technical specification Clause 801
60cm x 60cm square
3
-
5862
... More
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm 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 drawings and technical specification Clause 801
60cm equilateral triangle
9
-
3730
... More
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm 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 drawings and technical specification Clause 801
60cm circular
7
-
5057
... More
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 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 75mm 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 coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1.
2
-
19714
... More
Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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
-
23893.72
... More
Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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
Maintenance Information Board
1
-
23893.72
... More
AS_23_349
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.
(I) By Manual Means:-
A. In area of light Jungle
1.53
-
30802
... More
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
75
-
147
... More
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 (a) From private land
8398.32
-
155
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a) From private land
2065.5
-
209
... More
Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401
(ii) for grading - II Material
1595.6
-
2910.4
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density B. By Mechanical Means
1) Grading -II (c) Using Screening Type-B (11.2mm Agg.)
738.7
-
3862.14
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density B. By Mechanical Means
2) Grading –III (b) Using Screening Type-B (11.2mm Agg.)
738.7
-
3945.14
... More
Prime Coat - Providing and applying primer coat with bitumin emulsion (SS-1) on prepared surface of granular base 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 (i) Low Porosity
9849.38
-
41
... More
Tack Coat - Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion 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
9849.38
-
13
... More
Premix Carperting
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 80-100kN 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-II By Mechnical Means- (i) Bitumen (S-90)
9849.38
-
164.21
... More
Seal-Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specific levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical means. Case-II Type -B (i) Bitumen (S-90)
9849.38
-
61.74
... More
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.
359.85
-
71
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
33.32
-
5299
... More
Plain Cement Concrete M15 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
296.81
-
5286
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
RCC Gr. M25
Height upto 5 M
39.54
-
7869
... More
Bedding for pipe
(ii) Type B(First Class) Bedding
Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)
(i) Sand Filling
23.72
-
969
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
II. In 1:4 cement mortar
100.79
-
3508
... More
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications clauses 1002, 1005, 1010 & 1202
0.76
-
65583
... More
Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications clauses 1002, 1010 and 1202
3.49
-
66360
... More
Drainage Spouts complete as per drawing and Technical specification
6
-
1535
... More
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixedends of simply supported spans,covered with sealant complete as per drawing and technical specification.
12
-
13
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
48
-
182
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
4.44
-
13233
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
144
-
126.6
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
(B) 1000 mm dia
45
-
6235
... More
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
10.67
-
1166
... 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
21.34
-
1166
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
10.67
-
1332
... More
Kilometre Stone (Reinforced cement concrete M-15) grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.)
(ii) Ordinary Kilometre Stone (precast)
3
-
2058
... More
Kilometre Stone (Reinforced cement concrete M-15) grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.)
(ii) 200 m stone (precast)
12
-
546
... More
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm 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 drawings and technical specification Clause 801
60cm x 60cm square
3
-
5862
... More
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm 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 drawings and technical specification Clause 801
60cm equilateral triangle
2
-
3730
... More
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm 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 drawings and technical specification Clause 801
60cm circular
1
-
5057
... More
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 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 75mm 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 coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1.
2
-
19714
... More
Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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
-
23372.19
... More
AS_23_315
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.
(I) By Manual Means:-
A. In area of light Jungle
4.02
-
30802
... More
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
44
-
109
... More
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( including compensation of earth.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) From private land
25788.15
-
155
... More
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
5436.72
-
209
... More
Granular Sub-Base with Coarse Graded Material (Table: 400-2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)
(ii) for grading - II Material
4199.87
-
2915.06
... More
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) B. By Mechanical Means
1) Grading -II (c) Using Screening Type-B (11.2mm Agg.)
1944.38
-
3514.44
... More
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) B. By Mechanical Means
2) Grading –III (b) Using Screening Type-B (11.2mm Agg.)
1944.38
-
3597.44
... More
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) B. Primer@ 1.00kg per sqm
(ii) With bitumen emulsion CSS-1h
25925.1
-
41
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(III) With Bitumen emulsion CRS-1
25925.1
-
13
... More
Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearingcoarse on a previously prepared base, including mixing in a suitable plant laying and rolling with a smooth wheeled roller 8-10 T capacity to yhe reqd. level and grade. ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
A. Without anti stripping agent
(iv) Open-Graded Premix Surfacing using cationic Bitumen Emulsion CMS
25925.1
-
164.31
... More
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 and B seal coats) ( including carriage up to initial lead of 5.0 km from quarry )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) Without anti stripping agent
Case-II:(Providing and laying of premix seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of 60/70 or VG-30 grade.)( including carriage up to initial lead of 5.0 km from quarry )
25925.1
-
62.77
... More
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.
608.05
-
71
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
41.36
-
5299
... More
Bedding for pipe
(ii) Type B(First Class) Bedding
Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)
(i) Sand Filling
68.5
-
969
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
II. In 1:4 cement mortar
411.88
-
3795
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
563.88
-
126.6
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
(B) 1000 mm dia
105
-
6235
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
(B) 1200 mm dia
15
-
9480
... More
Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by th department.)scarfing and joining piles 25 cm to 30 cm dia Dressed to heartwood 90 cm. In length includng supplying, fitting and fixing with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed
18
-
771
... More
Taking out old piles of the bidge and stacking them at suitable place as directed
12
-
1052
... More
'Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
45.17
-
41
... More
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)
224
-
11792
... More
Pile load test on single vertical pile in accordance with IS 2911 as per technical specification of MORTH
175
-
330
... More
Providing and laying of PCC M20 levelling course 100mm thick below the pile cap as per drawing and technical specification of MORTH Section.
7.27
-
5895
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.
RCC Grade M20
113.52
-
6971
... More
Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications
32.17
-
77644
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork 1i.Height 0.0 m to 5.0m
RCC M-20 Grade
Height upto 5.0m
39.5
-
7432
... More
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications
2.72
-
77748
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
80640
-
1.15
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. RCC M-25 Grade Case I.i (b) usuing concrete mixture
Height 5.0m to 10.0m
61.2
-
8797
... More
Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications
10.37
-
76167
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
9.65
-
14674
... More
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.
42.3
-
2309
... More
Drainage spouts complete as per approved drawings and technical specifications. (Refer to quantity estimation)
6
-
8615
... More
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 representativeensuring complianceto the manufacturer's instruction for installation).
15
-
897
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications clause 1302
A. Stone/Boulder
121.77
-
2735.36
... More
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
40.59
-
2901.36
... More
Providing and laying boulders bed for protection with stone boulders min size & weight as per Table 1300.1,no fragment weighing less than 40 kg laid dry each complete as per drawing and Technical specification .
276.76
-
2735.36
... More
Kilometre Stone (Reinforced cement concrete M-15) grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.)
(i) 5th Km Stone (Precast)
1
-
3371
... More
Kilometre Stone (Reinforced cement concrete M-15) grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.)
(ii) Ordinary Kilometre Stone (precast)
6
-
2058
... More
Kilometre Stone (Reinforced cement concrete M-15) grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.)
(ii) 200 m stone (precast)
30
-
546
... More
Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. 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 approved drawing and Technical Specification Clause 1701
9
-
12865
... More
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm 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 drawings and technical specification Clause 801
60cm equilateral triangle
6
-
3730
... More
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 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 75mm 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 coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1.
2
-
19714
... More
Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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
-
23893.72
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements