Pradhan Mantri Gram Sadak Yojana Tender
... More
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Costs
EMD
₹ 3,03,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_SQCEO_140893_1Tender No
21/EO/PMGSYI(SR)/TRRDA/2024-25Tender 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
Documents
BOQ Items
... More
By Manual Means
-
-
-
... More
In area of non-thorny jungle
0.44
32867
14461.876
... More
Land Slide Clearance in soil
Clearance of land slides in soil and ordinary rock by a bulldozer D 80 A-12, 180 HP and disposal of the same on the valley side as per MoRT&H technical specification Clause
3000.
173
57
9999.4
... More
Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
-
-
-
... More
By Mix in Place Method
-
-
-
... More
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
-
-
-
... More
For Grading - II Material ( jhama brick aggregate )
54
5300
286237.8
... More
WBM Grading 2
-
-
-
... More
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
-
-
-
... More
By Manual Means
39.15
7148
279867.69
... More
WBM Grading 3
-
-
-
... 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 three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
-
-
-
... More
(A) By Manual Means
141.64
7265
1029085.4199999999
... More
Surface Drains
-
-
-
... More
Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
-
-
-
... More
Surface Drains in Ordinary Soil
-
-
-
... More
Mechanical Means
213
21
4515.599999999999
... More
Road side Pucca Drains
-
-
-
... More
Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.
-
-
-
... More
Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
-
-
-
... More
In Ordinary Soil
250
3064
766150
... More
Kilometre Stone ( with RCC M15 grade using jhama brick aggregate )
-
-
-
... More
Reinforced cement concrete M15 grade ( using jhama brick aggregate ) 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.
-
-
-
... More
Ordinary Kilometre Stone(precast)
3
3317
9952.5
... More
200 m Stone(precast)
6
871
5226
... More
Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1401.6
-
-
-
... More
A. In ordinary soil
20
532
10652
... More
Providing and Fixing 'Logo' of PMGSY Project
-
-
-
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm 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
2
12417
24835.2
... More
Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
-
-
-
... More
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. 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 and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1 (B) Board - "B"
2
16462
32925.4
... More
Retro-reflectorised Traffic Signs
-
-
-
... More
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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and Technical Specification Clause 801
-
-
-
... More
with 600 mm equilateral triangle aluminium sheeting
10
2959
29590
... More
with 600 mm circular aluminium sheeting
1
2785
2785
... More
with 800 mm x 600 mm rectangular aluminium sheeting
2
3075
6150
... More
Restoration of Rain Cuts
-
-
-
... More
Restoration of rain cuts with soil , moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exeeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specification Clause 1902.
-
-
-
... More
(A) Manual Means
59.45
405
24112.920000000002
... More
Maintenance of Earthen shoulder (filling with fresh selected soil)
-
-
-
... More
Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903.
1321.2
44
58661.28
... More
Maintenance of Earthen shoulder (Stripping of excess soil)
-
-
-
... More
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and technical specification Clause 1903.
462.42
18
8739.738
... More
Patch repairing/ Maintenance of
bituminous surface road using Jhama
brick aggregate & viscocity graded
bitumen (VG-30)
-
-
-
... More
Repairing pot-holes and making up small depressions with ramming or power rolling after removal/ disposal of disintegrated materials within a lead of 50 m, cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates; and filling up with with jama chips using bitumen of VG-30 @ 54 kg per m3 of loose volume of jhama brick chips, after applying tack coat of bitumen on sides and bottom @ 0.75 kg/ sqm and finishing the top of repaired surface levelled with adjoining area in proper grade and camber including spreading of sand @ 0.006 cum/ sqm of prepared road surface as per direction of the Engineer-in-Charge and all as per MoRD technical specification Clauses
1900, 502, 503 and 504.
15.51
9554
148194.1725
... More
Prime Coat
-
-
-
... More
Low porosity
-
-
-
... More
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
1893.63
45
86349.528
... More
Tack Coat
-
-
-
... More
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503
5615.1
15
86472.54000000001
... More
20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder
-
-
-
... More
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 or Type D as per Technical Specification Clause 508
-
-
-
... More
Case - II : By Mechanical Means
-
-
-
... More
Bitumen VG-30
5615.1
251
1411074.6300000001
... More
Seal Coat
-
-
-
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510
-
-
-
... More
By Manual Means
-
-
-
... More
Case - IV : Type D (premix with fine sand)
-
-
-
... More
Bitumen(S-65)
5615.1
51
289739.16000000003
... More
DK road to Unakoti Debbarma para (L=1.514 km, Package No: TR-03-101, L 022)
-
-
-
... More
Clearing and Grubbing Road Land
-
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification clause 201.
-
-
-
... More
By Mechanical Means
-
-
-
... More
In area of non-thorny jungle
0.45
32867
14790.555
... More
Construction of Subgrade and Earthen Shoulders
-
-
-
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits or from roadway cuuting with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
-
-
-
... More
With approved materials obtained from borrow pits
153.56
199
30650.576
... More
Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
-
-
-
... More
By mix in place method
-
-
-
... More
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
-
-
-
... More
For Grading - II Material ( Jhama brick aggregate )
33.07
5300
175294.149
... More
WBM Grading 3
-
-
-
... 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 three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
-
-
-
... More
(A) By Manual Means
182.46
7265
1325663.1300000001
... More
Construction of toe walls for protection of slopes as per Drawing and technical specifications Clause 1302.5
-
-
-
... More
III. Cement concrete grade M 10 in case of concrete block pitching
-
-
-
... More
i) Nominal Mix 1:3:6
216
10338
2233116
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
Ordinary Soil
-
-
-
... More
Upto 3 m depth
18.23
482
8788.683
... More
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200
-
-
-
... More
Sand filling
3.04
1856
5644.368
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
... More
P.C.C grade M 10( using jhama brick aggregate )
-
-
-
... More
Nominal mix 1:3:6
3.04
8010
24352.528
... More
Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203
-
-
-
... More
Brick masonry in 1:4 cement mortar
27
8600
232213.5
... More
Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204.
18.75
211
3963.75
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
Ordinary Soil
(i) Upto 3 m depth
70.66
521
36842.123999999996
... More
Filling in foundation trenches as per drawing & technical specification Clause 305.3.9
-
-
-
... More
i) Sand filling
4.42
1856
8206.614
... More
Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
I ) PCC grade M10
i) Nominal mix 1:3:6
12.39
9182
113776.131
... More
Cement Concrete M10 ( 1:3:6 nominal mix ) in Head Walls with skin reinforcement ( 8 mm dia @ 200 mm c/c on exposed surface as per drawings & Technical Specification 1109
91.16
11188
1019980.124
... More
Surface Drains
-
-
-
... More
Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
-
-
-
... More
Surface Drains in Ordinary Soil
-
-
-
... More
Mechanical means
110
21
2332
... More
Road side Pucca Drains
-
-
-
... More
Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.
-
-
-
... More
Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
-
-
-
... More
In Ordinary Soil
250
3064
766150
... More
Kilometre Stone ( with RCC M15 grade using jhama brick aggregate )
-
-
-
... More
Reinforced cement concrete M15 grade ( using jhama brick aggregate ) 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.
-
-
-
... More
Ordinary Kilometre Stone(precast)
3
3317
9952.5
... More
200 m Stone(precast)
6
871
5226
... More
Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1401.6
-
-
-
... More
A. In ordinary soil
50
532
26630
... More
Providing and Fixing 'Logo' of PMGSY Project
-
-
-
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm 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
2
12417
24835.2
... More
Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
-
-
-
... More
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. 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 and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1 (B) Board - "B"
2
16462
32925.4
... More
Retro-reflectorised Traffic Signs
-
-
-
... More
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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and Technical Specification Clause 801
-
-
-
... More
with 600 mm equilateral triangle aluminium sheeting
10
2959
29590
... More
with 600 mm circular aluminium sheeting
6
2785
16710
... More
with 800 mm x 600 mm rectangular aluminium sheeting
2
2899
5798.4
... More
Restoration of Rain Cuts
-
-
-
... More
Restoration of rain cuts with soil , moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exeeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specification Clause 1902.
-
-
-
... More
(A) Manual Means
90.64
405
36763.584
... More
Maintenance of Earthen shoulder (filling with fresh selected soil)
-
-
-
... More
Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903.
1678.5
44
74525.4
... More
Maintenance of Earthen shoulder (Stripping of excess soil)
-
-
-
... More
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and technical specification Clause 1903.
1678.5
18
31723.649999999998
... More
Prime Coat
-
-
-
... More
Low porosity
-
-
-
... More
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
2575.44
45
117440.06400000001
... More
Tack Coat
-
-
-
... More
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503
5622.98
15
86593.89199999999
... More
20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder
-
-
-
... More
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 or Type D as per Technical Specification Clause 508
-
-
-
... More
Case - II : By Mechanical Means
-
-
-
... More
Bitumen VG-30
5622.98
251
1413054.874
... More
Seal Coat
-
-
-
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510
-
-
-
... More
By Manual Means
-
-
-
... More
Case - IV : Type D (premix with fine sand)
-
-
-
... More
Bitumen(S-65)
5622.98
51
290145.768
... More
● The upgradtion cost is inclusive of GST @ 18% and
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-
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