Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date1 Feb 2024
Closing Date7 Feb 2024
Tender Amount₹ 2,35,18,069
Costs
EMD
₹ 4,70,361Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMEG_131772_1Bid Award Id
ViewTender No
2018-19(II)-MG06/05/45Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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 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.
(I) By Manual Means
(c) Reinforced Cement Concrete
0.88
-
1068
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements
of lines, grades and cross-sections.
1.15
-
114
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause
6836.49
-
93
Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of
Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
4024.54
-
350
Granular Sub-base with Well Graded Material (Table 400.1)
-
-
-
By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
1721.11
-
2405.6
Water Bound Macadam Sub-base/base
-
-
-
WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/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.
By Manual Means
789.07
-
4473.88
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone creening/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.
By Manual Means
800.09
-
4582.88
Bituminous Work
-
-
-
Prime-Coat Providing and applying primer coat with bitumen emulsion 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
12576
-
46.38
Tack-coat Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause
503.
12576
-
18.34
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static rollar capacity, finished to requir level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
Case - I By Manual Means
12576
-
216.54
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
By Manual Means
Case - II : Type B
12576
-
63.75
Traffic Signs
A. Retro-reflectorised Traffic Signs
(1) 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 M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
900 mm equilateral triangle
55
-
10042.49
Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
-
-
-
Ordinary Kilometer Stone (Precast)
4
-
2604.6
200 m Stone (precast)
17
-
685.01
Guide Post
-
-
-
Construction of RCC guide posts of 250 mm dia 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 1608.2
(i) Earth work in excavation for structures
10.94
-
248
(ii) RCC M15 Grade
10.94
-
5144
H/P Culverts
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
(I) Ordinary Soil Upto 3 m depth
202.9
-
125
Plain Cement Concrete M15 (1:2.5:5 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
(ii) PCC grade M15
(i) Nominal Mix 1:2.5:5
14.3
-
5987.74
Bedding of pipe
(ii) Type B (First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
18.9
-
616.38
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row:
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry
(B)1000 mm dia
37.5
-
6790.04
Rubble Stone Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
(A) Brick Masonry in 1:3 cement mortar
163.6
-
4182.06
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
45.2
-
2512.42
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
226.5
-
377.09
Slab Culvert (2 m)
-
-
-
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
(A) With crushed stone
1.17
-
13688.73
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
6.85
-
9786.78
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
-
-
73376.21
(ii) Type B (First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
1.8
-
616.38
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
5.2
-
2896.09
Slab Culvert (4 m)
-
-
-
Plain Cement Concrete M15 (1:2.5:5 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
(ii) PCC grade M15
(i) Nominal Mix 1:2.5:5
0.02
-
5987.74
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
(A) With crushed stone
2.16
-
13688.73
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
22.44
-
2922.98
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.01
-
73376.21
(ii) Type B (First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
1.2
-
616.38
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
9.6
-
2896.09
Maintenance
-
-
-
1st Year
4.22
-
142628.06
2nd Year
4.22
-
157522.2
3rd Year
4.22
-
172521.02
4th Year
4.22
-
189827.02
5th Year
4.22
-
208828.72
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