Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date15 Feb 2020
Closing Date2 Mar 2020
Tender Amount₹ 9,51,34,000
Costs
EMD
₹ 19,03,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_JKRRD_89786_1Bid Award Id
ViewTender No
JK04606428Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Polygonal random rubble masonry uncoursed/ brought to course, in 1cement : 6 course sand mortar with nallah stones in sub- Structure , including leveling up at specified level with M-5 nominal mix (Maximum size of stone aggregates 20mm nominal) concrete including cost of through/ bond stones including all carriage of material by M.T, leads and lifts etc complete
235
-
4154.1
Polygonal/random rubble masonry un coursed /brought to course laid dry with nallah stone in foundation and plinth including cost of through / bond stones including all carriage of material by M.T, leads and lifts etc complete
327
-
1628
Providing and Laying cement concrete in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204 , For height upto 5m P.C.C. Grade M-15 including all carriage of material by MT leads lift etc complete
85
-
5315.1
Providing and Laying Plain/Reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 &1204 for height up to 5mtr.
Grade M-20 including all carriage of material by M.T and leads, lift etc complete
15
-
6116.35
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8
Granular material including all carriages of material by MT, leads and lifts etc complete
49
-
677
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
4455
-
115
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. For grading-1 material including all carriages by MT, leads and lifts etc complete.
5030
-
1837.64
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 including all carriages of material by mechanical transport leads and lifts etc complete.
1140
-
2488.85
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 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 including all carriages of material by MT, leads and lifts etc complete.
1574
-
9103.55
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 including all carriages of material by MT, leads and lifts etc complete
17257
-
52.4
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 including all carriages of material by MT, leads and lifts complete
17257
-
33.35
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) including all carriages of material by MT, leads and lifts etc complete.
17257
-
185.4
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) including all carriges of material by MT, leads and lifts etc complete.
17257
-
64
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 as per Technical specification Clause 301.5 including all carriages of material by MT, leads and lifts etc complete
11880
-
58
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.
-
-
-
5th Kilometer Stone (Precast)
1
-
3359
Ordinary Kilometer Stone (Precast)
5
-
1974
200 m Stone (precast)
30
-
463
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.
50
-
442
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
60
-
109
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.
30
-
1492
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
10
-
2857
Informatory Logo Board as per drawing & Technical specifiction Clause 170 (i) Logo board
(i) Logo Board
1
-
14513
II) Construction and maintenance of road from L030-Shashoo to Sazzar, Package No. JK04-428, Regular PMGSY (Batch-I, 2018-19), Stage-II, Block Paddar, 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 in mixed soil.
1953
-
371.64
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 including all carriages of material by MT, leads and lifts etc complete.
277
-
5089.61
Polygonal Random Rubble 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) including all carriages of material by MT, leads and lifts etc complete.
753
-
4128.77
Polygonal / Random Rubble masonry uncoursed / brought –to course, laid dry, with nallah stone in foundation and plinth including cost of through/bond stones including all carriages of material by MT, leads and lifts etc complete.
1445
-
1593.88
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 including all carriages of material by MT, leads and lifts etc complete.
603
-
4896.99
Providing and Laying Plain/Reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 &1204 for height up to 5mtr.
Grade M-20 including all carriages of material by M.T and leads, lift etc complete
52
-
5908.21
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8
(I) Granular material including all carriages of material by MT, leads and lifts etc complete.
306
-
673.99
Prepration of Sub-grade by way of Compacting Original ground, supporting sub-grade, loosening of the ground upto a level of 300 mm below the Sub grade level watered , graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per technical spcification Clause 303.5.2 including clearance 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 surplus material without damaging public property/ private properties ( Complete Job).
-
-
-
1st Km
1
-
203225.41
2nd Km
1
-
203225.41
3rd Km
1
-
203225.41
4th Km
1
-
203225.41
5th Km
1
-
203225.41
6th Km
1
-
203225.41
7th Km
1
-
203225.41
8th Km RD 0-500
0.5
-
203225.41
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 including all carriages of material by MT, leads and lifts etc complete.
8100
-
1592.05
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 including all carriages of material by MT, leads and lifts etc complete.
2031
-
2209.29
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 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 including all carriages of material by MT, leads and lifts etc complete.
1329
-
8889.7
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 including all carriages of material by MT, leads and lifts etc complete.
26311
-
52.08
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 including all carriages of material by MT, leads and lifts etc complete.
26311
-
33.2
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) including all carriages of material by MT, leads and lifts etc complete.
26311
-
179.4
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) including all carriage of material by MT, leads and lifts etc complete.
26311
-
65.53
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 as per Technical specification Clause 301.5 including all carriages of material by MT, leads and lifts etc complete.
19525
-
57.74
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
-
3344.07
(ii) Ordinary Kilometer Stone (Precast)
7
-
1965.23
(iii)200 m Stone (precast)
37
-
460.94
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.
548
-
440.04
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
130
-
108.52
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.
45
-
1485.37
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
-
2844.3
Informatory Logo Board as per drawing & Technical specifiction Clause 170 SOR (i) Logo board
1
-
14448.5
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