Pradhan Mantri Gram Sadak Yojana Tender
Search from the latest JKtenders and find a business opportunity fitting your SME on the online platform of BidAssist. If you're wondering how to find the latest JK tenders or from where to get all the documents without the hassles, this is what we explain here. Find the best opportunities coming to the surface via the JK government, PSUs and state corporations.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date23 Jul 2018
Closing Date14 Aug 2018
Tender Amount₹ 22,92,85,000
Costs
EMD
₹ 45,86,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Upgradation of Road .
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_JKRRD_66221_14Bid Award Id
ViewTender No
E Nit CEJ/PMGSY/539 of 2018-19 dt 16-07-2018Tender 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
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specification. Clause 802, 803, 1202 & 1203.
1. P.C.C. Grade M 10 i. Nominal Mix 1:3:6 using 40mm aggregate
609.76
-
-
Stone masonary in cement mortat for substructure complete as per drawing & Technical Specification Clauses 702, 704, 1202 & 1204.
Random rubble masonary in cement mortat(1:6)
2715.55
-
-
Polygon/ Random Rubble masonry uncoursed / brought –to course, laid dry, with nallah stone in foundation and plinth including cost of through/bond stones.
2859.52
-
-
Plain/ reinforced cement concrete in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204 , For height upto 5m
1. P.C.C. Grade M 15
(i) Nominal mix (1:2.5:5)
1210.88
-
-
2.P.C.C Grade M 20
(i) Nominal mix (1:2:4) (ii) RCC M-25
231.6
-
-
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8
(I) Granular material
1682.84
-
-
Supplying fitting and placing HYSD bars reinforcement (FE 415) in sub-structure as per drawing and technical specification classes 1002,1005,1011 & 1202.
7.02
-
-
15mm Plastring with cement mortar 1:4 on brick work in sub structure as per technical specifications
1950
-
-
Compacting original ground supporting sub-grade
Loosening the ground upto a level of 300mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 & 300.2 for sub-grade construction as per technical specfication clause 303.5.2
3712.5
-
-
Granular Sub-base (GSB)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification Clause 401. (i) For grading 1 material.
4041
-
-
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 smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical specification Clause 405.
1004.21
-
-
Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site up to a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification Clause 504
1314.96
-
-
Prime Coat
(i) Low Porosity
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
21349.17
-
-
Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30 Kg/Sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification Clause 503
21349.17
-
-
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 5.6mm 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 Type B as per Technical specification Clause 508.
1.By Mechanical Means (i) Bitumen (S -90)
21349.17
-
-
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 B as per Technicall specification Clause 510
1.Type B
(i) Bitumen (S-90)
21349.17
-
-
Berm filling with approved material obtained from borrow pits with a lift upto 1.50 m transporting to site spreading grading to required slope and compacting within the lead 1000 m as per Technical specification Clause 301.5
1410.25
-
-
Kilometre Stone
Reinforced cement concrete M-15 grade Kilometre stone/Local stone of standard design as per IRC: 8 fixing in position including painting and printing,etc. as per drawing and Technicall specification Clause 1703.
(i) 5th Kilometer Stone (Precast)
1
-
-
(ii) Ordinary Kilometer Stone (Precast)
6
-
-
(iii)200 m Stone (precast)
30
-
-
Boundary Pillar
Reinforced cement concrete M-15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704.
475
-
-
Painting on concrete / steel surfaces with Epoxy Painting two coats including prime coat with Epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical specification Clause 1701
33
-
-
Traffic Signs
Retro-reflectorised Traffic Signs
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 aluminum sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification Clause 801.
11
-
-
Direction and place identification signs upto 0.9 Sqm sixe board
Retro-reflectorised Traffic Signs
Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clasue 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75mm X 75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawings and Technical specification Clause 1701
6
-
-
Informatory Logo Board as per drawing & Technical specifiction Clause 170 SOR (i) Logo board
(i) Logo Board
1
-
-
AMC for 1st Year
1
-
429700
AMC for 2nd Year
1
-
644600
AMC for 3rd Year
1
-
859400
AMC for 4th Year
1
-
1074300
AMC for 5th Year
1
-
1289000
(ii) Upgradation of road from L031-Gurian to Poochal, Package No. JK04-422, Regular PMGSY (Batch-I, 2018-19), Block Kishtwar, District Kishtwar
-
-
-
Earth Work in Hill Road: -
Excavation in Hilly areas in soils/ ordinary rock not requiring blastin/ hard rock requiring blasting including cutting & trimming of sideslopes & disposing of execvated work with in lift upto 1.5m, lead upto 20m, disposal of cut material within the lift of 1.5m 7 lead upto 20m as per clause-1603.1, 1603.2 (mixed soils/rocks) H.S = 12%, or= 23%, H.R= 65% .
43053
-
-
Romoval of slips in all kinds of soil including all leads and lifts.
12000
-
-
Excavation for structures
Earthwork in excavation for structures as per drawings 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in all kinds of soil upto 3m depth in mixed soil.
1853
-
-
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specification. Clause 802, 803, 1202 & 1203.
1. P.C.C. Grade M 10 i. Nominal Mix 1:3:6 using 40mm aggregate
295.63
-
-
Stone masonary in cement mortat for substructure complete as per drawing & Technical Specification Clauses 702, 704, 1202 & 1204.
Random rubble masonary in cement mortat(1:6)
823
-
-
Polygon/ Random Rubble masonry uncoursed / brought –to course, laid dry, with nallah stone in foundation and plinth including cost of through/bond stones.
1178.5
-
-
Plain/ reinforced cement concrete in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204 , For height upto 5m
1. P.C.C. Grade M 15
(i) Nominal mix (1:2.5:5)
666.82
-
-
2.P.C.C Grade M 20
(i) Nominal mix (1:2:4)
123.52
-
-
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8
(I) Granular material
358.22
-
-
Supplying fitting and placing HYSD bars reinforcement (FE 415) in sub-structure as per drawing and technical specification classes 1002,1005,1011 & 1202.
0.59
-
-
Providing and laying of Gabion of mechanically woven, double twisted hexagonal wise Mesh Gabion type:- Zinc coated Mesh type: 100mm x 120mm. Mesh wire dia 2.70mm, Salvage Wire dia: 3.40mm, lacing wire dia: 2.20mm (as per National/ International Standards and aslo confirming to IS 16014:2012) of G.I.Wire
25.92
-
-
Providing and laying Rein forced cement concrete pipe NP3 as per design in single Row: - Providing and laying rein forced cement concrete pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement motor 1:2 but excluding excavation protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. (1000 mm dia meter)
22.5
-
-
Compacting original ground supporting sub-grade
Loosening the ground upto a level of 300mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 & 300.2 for sub-grade construction as per technical specfication clause 303.5.2
6435
-
-
Granular Sub-base (GSB)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification Clause 401. (i) For grading 1 material.
3648.98
-
-
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 smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical specification Clause 405.
2319.53
-
-
Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site up to a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification Clause 504
1524.67
-
-
Prime Coat
(i) Low Porosity
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
30493.38
-
-
Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30 Kg/Sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification Clause 503
30493.38
-
-
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 5.6mm 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 Type B as per Technical specification Clause 508.
1.By Mechanical Means (i) Bitumen (S -90)
30493.38
-
-
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 B as per Technicall specification Clause 510
1.Type B
(i) Bitumen (S-90)
30493.38
-
-
Berm filling with approved material obtained from borrow pits with a lift upto 1.50 m transporting to site spreading grading to required slope and compacting within the lead 1000 m as per Technical specification Clause 301.5
17325
-
-
Kilometre Stone
Reinforced cement concrete M-15 grade Kilometre stone/Local stone of standard design as per IRC: 8 fixing in position including painting and printing,etc. as per drawing and Technicall specification Clause 1703.
(i) 5th Kilometer Stone (Precast)
1
-
-
(ii) Ordinary Kilometer Stone (Precast)
7
-
-
(iii)200 m Stone (precast)
35
-
-
Boundary Pillar
Reinforced cement concrete M-15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704.
552
-
-
Painting on concrete / steel surfaces with Epoxy Painting two coats including prime coat with Epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical specification Clause 1701
37.1
-
-
Traffic Signs
Retro-reflectorised Traffic Signs
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 aluminum sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification Clause 801.
13
-
-
Direction and place identification signs upto 0.9 Sqm sixe board
Retro-reflectorised Traffic Signs
Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clasue 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75mm X 75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawings and Technical specification Clause 1701
7
-
-
Informatory Logo Board as per drawing & Technical specifiction Clause 170 SOR
1
-
-
AMC for 1st Year
1
-
452000
AMC for 2nd Year
1
-
678000
AMC for 3rd Year
1
-
904000
AMC for 4th Year
1
-
1130000
AMC for 5th Year
1
-
1356000
(iii) Construction and maintenance of road from L021-Kwar Km 18th T01 to Cherjee, Package No. JK04-616, Regular PMGSY (Batch-I, 2018-19), Stage-II, Block Kishtwar, District Kishtwar
-
-
-
Excavation for structures
Earthwork in excavation for structures as per drawings 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in all kinds of soil upto 3m depth
1255
-
-
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specification. Clause 802, 803, 1202 & 1203.
1. P.C.C. Grade M 10 i. Nominal Mix 1:3:6 using 40mm aggregate
215.93
-
-
Plain/ reinforced cement concrete in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204 , For height upto 5m
1. P.C.C. Grade M 15
(i) Nominal mix (1:2.5:5)
580
-
-
2.P.C.C Grade M 20
(i) Nominal mix (1:2:4)
22.51
-
-
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8
(I) Granular material
586.17
-
-
Polygon/ Random Rubble masonry uncoursed / brought –to course, laid dry, with nallah stone in foundation and plinth including cost of through/bond stones.
1562.46
-
-
Stone masonary in cement mortat for substructure complete as per drawing & Technical Specification Clauses 702, 704, 1202 & 1204.
Random rubble masonary in cement mortat(1:6)
973.55
-
-
Providing and laying of Gabion of mechanically woven, double twisted hexagonal wise Mesh Gabion type:- Zinc coated Mesh type: 100mm x 120mm. Mesh wire dia 2.70mm, Salvage Wire dia: 3.40mm, lacing wire dia: 2.20mm (as per National/ International Standards and aslo confirming to IS 16014:2012) of G.I.Wire
25.92
-
-
Preparation of sub Grade by way of compacting Original ground supporting Sub grade, loosening of the ground upto a level of 300mm below the Sub Grade level, watered, graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for sub Grade construction as per technical specifiaction clause 303.5.2 Including Clerance of Longitudinal Drain, Surface Corrections by way of Filling of Ruts, Clearance of landslides where ever exists, Removal of vegetation of all sorts including all leads & lifts disposal of the same without damaging public property/Private properties (Complete Job)
-
-
-
Km 1st
1
-
-
Km 2nd
1
-
-
Km 3rd
1
-
-
Km 4th
1
-
-
Km 5th
1
-
-
Km 6th
1
-
-
Km 7th
1
-
-
Km 8th RD 0-950
0.95
-
-
Granular Sub-base (GSB)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification Clause 401. (i) For grading 1 material.
9871.97
-
-
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 smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical specification Clause 405.
2467.98
-
-
Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site up to a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification Clause 504
1645.34
-
-
Prime Coat
(i) Low Porosity
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
32906.6
-
-
Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30 Kg/Sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification Clause 503
32906.6
-
-
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 5.6mm 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 Type B as per Technical specification Clause 508.
1.By Mechanical Means (i) Bitumen (S -90)
32906.6
-
-
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 B as per Technicall specification Clause 510
1.Type B
(i) Bitumen (S-90)
32906.6
-
-
Berm filling with approved material obtained from borrow pits with a lift upto 1.50 m transporting to site spreading grading to required slope and compacting within the lead 1000 m as per Technical specification Clause 301.5
1869.24
-
-
Kilometre Stone
Reinforced cement concrete M-15 grade Kilometre stone/Local stone of standard design as per IRC: 8 fixing in position including painting and printing,etc. as per drawing and Technicall specification Clause 1703.
(i) 5th Kilometer Stone (Precast)
2
-
-
(ii) Ordinary Kilometer Stone (Precast)
8
-
-
(iii)200 m Stone (precast)
40
-
-
Boundary Pillar
Reinforced cement concrete M-15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704.
400
-
-
Painting on concrete / steel surfaces with Epoxy Painting two coats including prime coat with Epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical specification Clause 1701
95.3
-
-
Traffic Signs
Retro-reflectorised Traffic Signs
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 aluminum sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification Clause 801.
36
-
-
Direction and place identification signs upto 0.9 Sqm sixe board
Retro-reflectorised Traffic Signs
Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clasue 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75mm X 75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawings and Technical specification Clause 1701
4
-
-
Informatory Logo Board as per drawing & Technical specifiction Clause 170 SOR
2
-
-
Providing and laying Rein forced cement concrete pipe NP 3 as per design in single row;
Providing and laying rein forced cement pipe NP3 for culvert on fiorst class bedding of granular materials in single row including fixing coller with cement motor 1:2 but excluding excavator protection works, backfilling , concrete and masonry works in haed walls and parapets clause 1106 ( 1000 mm dia meter)
22.5
-
-
AMC for 1st Year
1
-
460800
AMC for 2nd Year
1
-
691000
AMC for 3rd Year
1
-
921700
AMC for 4th Year
1
-
1152000
AMC for 5th Year
1
-
1382500
(iv) Construction and maintenance of road from Shalimar to Trigam, Package No. JK04-239, Phase-IX, Stage-II, Block Kishtwar, District Kishtwar
-
-
-
Earth Work in Hill Road: -
Excavation in Hilly areas in soils/ ordinary rock not requiring blastin/ hard rock requiring blasting including cutting & trimming of sideslopes & disposing of execvated work with in lift upto 1.5m, lead upto 20m, disposal of cut material within the lift of 1.5m 7 lead upto 20m as per clause-1603.1, 1603.2 (mixed soils/rocks)
6134.97
-
-
Excavation for structures
Earthwork in excavation for structures as per drawings 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in all kinds of soil upto 3m depth in mixed soils/rocks.
2524.57
-
-
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specification. Clause 802, 803, 1202 & 1203.
1. P.C.C. Grade M 10 i. Nominal Mix 1:3:6 using 40mm aggregate
289.37
-
-
Stone masonary in cement mortar for substructure complete as per drawing & Technical Specification Clauses 702, 704, 1202 & 1204.
Random rubble masonary in cement mortat(1:6)
1710.12
-
-
Polygon/ Random Rubble masonry uncoursed / brought –to course, laid dry, with nallah stone in foundation and plinth including cost of through/bond stones.
1152.5
-
-
Plain/ reinforced cement concrete in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204 , For height upto 5m
1. P.C.C. Grade M 15
(i) Nominal mix (1:2.5:5)
550.89
-
-
2.P.C.C Grade M 20
(i) Nominal mix (1:2:4)
102.4
-
-
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8
(I) Granular material
310.84
-
-
Supplying fitting and placing HYSD bars reinforcement (FE 415) in sub-structure as per drawing and technical specification classes 1002,1005,1011 & 1202.
1
-
-
Providing and laying of Gabion of mechanically woven, double twisted hexagonal wise Mesh Gabion type:- Zinc coated Mesh type: 100mm x 120mm. Mesh wire dia 2.70mm, Salvage Wire dia: 3.40mm, lacing wire dia: 2.20mm (as per National/ International Standards and aslo confirming to IS 16014:2012) of G.I.Wire
25.92
-
-
Providing and laying Rein forced cement concrete pipe NP3 as per design in single Row: - Providing and laying rein forced cement concrete pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement motor 1:2 but excluding excavation protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. (1000 mm dia meter)
22.5
-
-
Preparation of sub Grade by way of compacting Original ground supporting Sub grade, loosening of the ground upto a level of 300mm below the Sub Grade level, watered, graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for sub Grade construction as per technical specifiaction clause 303.5.2 Including Clerance of Longitudinal Drain, Surface Corrections by way of Filling of Ruts, Clearance of landslides where ever exists, Removal of vegetation of all sorts including all leads & lifts disposal of the same without damaging public property/Private properties (Complete Job)
-
-
-
Km 1st
1
-
-
Km 2nd
1
-
-
Km 3rd
1
-
-
Km 4th
1
-
-
Km 5th
1
-
-
Km 6th
1
-
-
Km 7th
1
-
-
Km 8th
1
-
-
Km 9th
1
-
-
Km 10th
1
-
-
Km 11th
1
-
-
Km 12th RD 0-500
0.5
-
-
Granular Sub-base (GSB)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification Clause 401. (i) For grading 1 material.
5977.12
-
-
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 smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical specification Clause 405.
2716.87
-
-
Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site up to a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification Clause 504
1811.25
-
-
Prime Coat
(i) Low Porosity
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
36225
-
-
Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30 Kg/Sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification Clause 503
36225
-
-
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 5.6mm 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 Type B as per Technical specification Clause 508.
1.By Mechanical Means (i) Bitumen (S -90)
36225
-
-
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 B as per Technicall specification Clause 510
1.Type B
(i) Bitumen (S-90)
36225
-
-
Berm filling with approved material obtained from borrow pits with a lift upto 1.50 m transporting to site spreading grading to required slope and compacting within the lead 1000 m as per Technical specification Clause 301.5
6533.15
-
-
Kilometre Stone
Reinforced cement concrete M-15 grade Kilometre stone/Local stone of standard design as per IRC: 8 fixing in position including painting and printing,etc. as per drawing and Technicall specification Clause 1703.
(i) 5th Kilometer Stone (Precast)
3
-
-
(ii) Ordinary Kilometer Stone (Precast)
11
-
-
(iii)200 m Stone (precast)
37
-
-
Boundary Pillar
Reinforced cement concrete M-15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704.
595
-
-
Painting on concrete / steel surfaces with Epoxy Painting two coats including prime coat with Epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical specification Clause 1701
129.5
-
-
Traffic Signs
Retro-reflectorised Traffic Signs
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 aluminum sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification Clause 801.
31
-
-
Direction and place identification signs upto 0.9 Sqm sixe board
Retro-reflectorised Traffic Signs
Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clasue 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75mm X 75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawings and Technical specification Clause 1701
11
-
-
AMC for 1st Year
1
-
271900
AMC for 2nd Year
1
-
407800
AMC for 3rd Year
1
-
543800
AMC for 4th Year
1
-
679800
AMC for 5th Year
1
-
815700
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements