Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 May 2024
Closing Date12 Jul 2024
Tender Amount₹ 3,39,45,000
Costs
EMD
₹ 6,79,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134380_1Bid Award Id
ViewTender No
TN15256Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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Km 0/0-2/9
2822.6
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per
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Km 0/0-2/9
1001.87
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Construction of embankment using tractor 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 301.5 (Gravel shoulder)
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Km 0/0-2/9
971.1
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical
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Km 2/0-2/9 & 6/4-7/3
8448.08
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Construction of embankment using tractor with grader 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 Cla use 301.5 (Gravel Shoulder)
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Km 2/0-3/0
557.61
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Km 3/0-4/0
555.98
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Km 4/0-4/9
469.24
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Km 6/4-7/0
330.13
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Km 7/0-7/3
168.75
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Supplying, testing and installation of 100 cm wide coir geotextiles ( H2M6)) 400 gm/sqm with mesh or net size of 20x20 mm.
Coir should be laid with overlaps of 100 mm transversally and 300 mm longitudinally suitably stitched and duly secured to sub-grade by round head country nail of 150 mm length or bamboo/timber pegs at an interval of 750 mm as per direction of the Engineer-in-Charge. The rate is inclusive of all Govt. taxes, duties, cess as leviable but excluding transportation charges from a reputed coir Mill to the work site loading & unloading for storage of the material.
(Payment of this item will be made on the basis of finished area of coir(no separate payment to be made for overlap area
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Km 6/4-7/0
2270.84
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Km 7/0-7/3
1247.61
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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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical
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Km 2/0-3/0
132.61
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Km 3/0-4/0
148.91
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Km 4/0-4/9
104.64
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Km 6/4-7/0
283.86
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Km 7/0-7/3
155.96
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired
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Km 2/0-3/0
578.7
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Km 3/0-4/0
593.7
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Km 4/0-4/9
480.03
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Km 6/4-7/0
340.63
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Km 7/0-7/3
187.14
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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 MORD Technical Specification
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Km 2/0-3/0
3857.96
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Km 3/0-4/0
3957.96
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Km 4/0-4/9
3200.17
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Km 6/4-7/0
2270.84
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Km 7/0-7/3
1247.61
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Providing and applying Tack Coat with Bitumen emulsion (RS-1 using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared granular surface treated with prime & cleaned with Hydraulic broom as per MORD Technical Specification Clause 502
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Km 2/0-3/0
3890.59
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Km 3/0-4/0
4001.47
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Km 4/0-4/9
3221.92
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Km 6/4-7/0
2319.97
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Km 7/0-7/3
1247.61
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Mix Seal Surfacing with Plastic waste Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause
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Km 2/0-3/0
3890.59
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Km 3/0-4/0
4001.47
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Km 4/0-4/9
3221.92
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Km 6/4-7/0
2319.97
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Km 7/0-7/3
1247.61
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Provision of 15 nos rumble strips with covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre to centre approved locations to control speed, marked with w
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Km 2/0-3/0
5.62
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Km 3/0-4/0
5.62
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Km 4/0-4/9
5.62
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Km 6/4-7/0
5.62
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Km 7/0-7/3
2.81
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Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing
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Km 2/0-3/0
200
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Km 3/0-4/0
200
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Km 4/0-4/9
180
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Km 6/4-7/0
120
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Km 7/0-7/3
60
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1.50m Span RCC Slab Culvert @ Ch 2830
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Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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Ch 2830
70.08
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Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15
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Ch 2830
9.04
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Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Below Sill
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Ch 2830
46.93
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Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Above Sill
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Ch 2830
30.47
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202
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Ch 2830
0.26
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Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)
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Ch 2830
2.65
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Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification
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Ch 2830
12
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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications
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Ch 2830
12
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Providing and fixing tar paper for bearing
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Ch 2830
3.6
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Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD
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Ch 2830
5.47
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Removal of RCC Slabs Dismantling of Bricks/ Stone Masonry in Cement Mortar walls under 3m height
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Ch 2830
16.92
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Removing all types of Hume pipe and stacking within lead of 1000m in cluding earth work and dismantling of masonry works as per Technical specification Clause
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Ch 2830
6
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1.50m Span RCC Slab Culvert @ Ch 3925
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Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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Ch 3925
70.08
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Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15
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Ch 3925
9.04
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Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Below Sill
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Ch 3925
46.93
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Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Above Sill
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Ch 3925
30.47
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202
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Ch 3925
0.26
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Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)
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Ch 3925
2.65
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Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification
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Ch 3925
12
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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications
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Ch 3925
12
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Providing and fixing tar paper for bearing
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Ch 3925
3.6
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Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD
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Ch 3925
5.47
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Removal of RCC Slabs Dismantling of Bricks/ Stone Masonry in Cement Mortar walls under 3m height
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Ch 3925
16.92
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Removing all types of Hume pipe and stacking within lead of 1000m in cluding earth work and dismantling of masonry works as per Technical specification Clause
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Ch 3925
6
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1.50m Span RCC Slab Culvert @ Ch 4535
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Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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Ch 4535
70.08
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Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15
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Ch 4535
9.04
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Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Below Sill
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Ch 4535
46.93
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-
Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Above Sill
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Ch 4535
30.47
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-
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202
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Ch 4535
0.26
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Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)
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Ch 4535
2.65
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Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification
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Ch 4535
12
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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications
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Ch 4535
12
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Providing and fixing tar paper for bearing
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-
Ch 4535
3.6
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Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD
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Ch 4535
5.47
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Removal of RCC Slabs Dismantling of Bricks/ Stone Masonry in Cement Mortar walls under 3m height
-
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Ch 4535
16.92
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Removing all types of Hume pipe and stacking within lead of 1000m in cluding earth work and dismantling of masonry works as per Technical specification Clause
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Ch 4535
6
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1.50m Span RCC Slab Culvert @ Ch 4760
-
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-
Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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Ch 4760
70.08
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Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M15 (1:2, 5:5)
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Ch 4760
9.04
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Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 (1:2:4) Below Sill
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Ch 4760
46.93
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Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 (1:2:4) M20 Above Sill
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Ch 4760
30.47
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202
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Ch 4760
0.26
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Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)
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Ch 4760
2.65
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Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification
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-
Ch 4760
12
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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications
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Ch 4760
12
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Providing and fixing tar paper for bearing
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-
Ch 4760
3.6
-
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Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD
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-
Ch 4760
5.47
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-
1.50m Span RCC Slab Culvert @ Ch 6490
-
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-
Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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-
Ch 6490
70.08
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Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15
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Ch 6490
9.04
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-
Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20Below Sill
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-
Ch 6490
46.93
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-
Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Above Sill
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-
Ch 6490
30.47
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-
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202
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Ch 6490
0.26
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Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)
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-
Ch 6490
2.65
-
-
Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification
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-
Ch 6490
12
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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications
-
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-
Ch 6490
12
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-
Providing and fixing tar paper for bearing
-
-
-
Ch 6490
3.6
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-
Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD
-
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-
Ch 6490
5.47
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-
1.50m Span RCC Slab Culvert @ Ch 6635
-
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-
Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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-
Ch 6635
70.08
-
-
Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15
-
-
-
Ch 6635
9.04
-
-
Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Below Sill
-
-
-
Ch 6635
46.93
-
-
Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Above Sill
-
-
-
Ch 6635
30.47
-
-
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202
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-
Ch 6635
0.26
-
-
Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)
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-
-
Ch 6635
2.65
-
-
Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification
-
-
-
Ch 6635
12
-
-
Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications
-
-
-
Ch 6635
12
-
-
Providing and fixing tar paper for bearing
-
-
-
Ch 6635
3.6
-
-
Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD
-
-
-
Ch 6635
5.47
-
-
1.50m Span RCC Slab Culvert @ Ch 6875
-
-
-
Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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-
-
Ch 6875
70.08
-
-
Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15
-
-
-
Ch 6875
9.04
-
-
Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Below Sill
-
-
-
Ch 6875
46.93
-
-
Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Above Sill
-
-
-
Ch 6875
30.47
-
-
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202
-
-
-
Ch 6875
0.26
-
-
Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)
-
-
-
Ch 6875
2.65
-
-
Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification
-
-
-
Ch 6875
12
-
-
Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications
-
-
-
Ch 6875
12
-
-
Providing and fixing tar paper for bearing
-
-
-
Ch 6875
3.6
-
-
Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD
-
-
-
Ch 6875
5.47
-
-
3.00m Span RCC Slab Culvert @ Ch 6730
-
-
-
Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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-
Ch 6730
70.37
-
-
Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15
-
-
-
Ch 6730
9.08
-
-
Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Below Sill
-
-
-
Ch 6730
47.18
-
-
Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 Above Sill
-
-
-
Ch 6730
31.92
-
-
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202
-
-
-
Ch 6730
0.7
-
-
Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)
-
-
-
Ch 6730
6.48
-
-
Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification
-
-
-
Ch 6730
12
-
-
Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications
-
-
-
Ch 6730
12
-
-
Providing and fixing tar paper for bearing
-
-
-
Ch 6730
3.6
-
-
Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD
-
-
-
Ch 6730
5.44
-
-
Protection wall Km 2/0-3/0
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-
-
Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved
-
-
-
Km 2/0-3/0
189
-
-
Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15
-
-
-
Km 2/0-3/0
37.8
-
-
Stone Masonry work in Cement Mortar in Foundation of Head walls complete as per drawing and MORD technical specification Clause 1109 in Cement Mortar 1: 5
-
-
-
Km 2/0-3/0
193.54
-
-
Dry stone masonry for Retainingwall -10cum including cost and conveyanceof all materials and all labour charges etc complete
-
-
-
Km 2/0-3/0
285.46
-
-
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
-
-
-
Km 2/0-3/0
39
-
-
Protection wall Km 6/4-7/0
-
-
-
Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved
-
-
-
Km 6/4-7/0
120
-
-
Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15
-
-
-
Km 6/4-7/0
24
-
-
Stone Masonry work in Cement Mortar in Foundation of Head walls complete as per drawing and MORD technical specification Clause 1109 in Cement Mortar 1: 5
-
-
-
Km 6/4-7/0
122.43
-
-
Dry stone masonry for Retainingwall -10cum including cost and conveyanceof all materials and all labour charges etc complete
-
-
-
Km 6/4-7/0
190.37
-
-
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
-
-
-
Km 6/4-7/0
24
-
-
CC Pavement @ Km 4/0-4/9
-
-
-
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing
-
-
-
Km 4/0-4/9
61.2
-
-
Providing and fixing of Logo Board as per standard drawings
-
-
-
Km 2/0-4/9 & 6/4-7/3
4
-
-
Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8 fixing in position including painting and printing etc., as per drawing and Technical Specification Clause
-
-
-
Km 2/0-4/9 & 6/4-7/3
3
-
-
Reinforced cement concrete M15 grade Hecta metre stone of standard design as per IRC:8 fixing in position including painting and printing etc., as per drawing and Technical Specification Clause
-
-
-
Km 2/0-4/9 & 6/4-7/3
15
-
-
Retro - Reflectorised Traffic sign
-
-
-
60cm Equilateral triangle cautionary sign board
36
-
-
Chevron signs 90 cm Octogon
2
-
-
Citizen information board
1
-
-
Maintenance board
1
-
-
Name board
1
-
-
Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2
-
-
-
For 1st Year
3.8
-
-
For 2nd Year
3.8
-
-
For 3rd Year
3.8
-
-
For 4th Year
3.8
-
-
For 5th Year
3.8
-
-
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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