National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date13 Nov 2019
Closing Date13 Dec 2019
Tender Amount₹ 12,85,15,178
Costs
EMD
₹ 6,53,000Document Cost
Refer DocumentsTender Fee
Refer Documents
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
2019_HWAY_146156_1Bid Award Id
ViewTender No
T.N.27/2019-20/SDO-PDK-NRRTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Road - D
10560
-
3.9
Road - E
6840
-
3.9
Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer as per MORTH Vth Revision 111, 112, 202, 305.4.3, 501
-
-
-
Road - A
4119
-
12.99
Road - B
3969
-
12.99
Road - C
7568.19
-
12.99
Road - D
5745
-
12.99
Road - E
3636
-
12.99
Road - F
4104.87
-
12.99
Road - G
2548.05
-
12.99
Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORTH Vth Revision 111, 112, 401, 900
-
-
-
Road - A
681
-
1415.9
Road - B
3.09
-
1402.7
Road - C
20.11
-
1437.9
Road - D
2.48
-
1459.9
Road - E
399.44
-
1455.5
Road - F
6.08
-
1459.9
Road - G
3
-
1415.9
Providing and laying, spreading and compacting graded stone aggregate Wet mix macadam specification including pre-mixing the material with water at OMC in base mix plant (Pugmill) carriage of mixed material by tipper to site and laying in uniform layers in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH Vth Revision 111, 112, 406, 900
-
-
-
Road - A
3099
-
1627.33
Road - B
2762
-
1627.33
Road - C
5683.91
-
1627.33
Road - D
4092
-
1627.33
Road - E
2731
-
1627.33
Road - F
1862.38
-
1627.33
Road - G
1152.61
-
1627.33
Providing and laying of Prime coat using Emulsion bitumen (SS1 Type) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 502, 900
-
-
-
Road - A
12356
-
62.47
Road - B
11907
-
62.47
Road - C
22704.58
-
62.46
Road - D
17233
-
62.47
Road - E
10907
-
62.46
Road - F
12314.6
-
62.45
Road - G
7644.14
-
62.46
Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 2.50 Kg./ 10 Sqm. over the Primed surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 503, 900
-
-
-
Road - A
12356
-
12.35
Road - B
11907
-
12.35
Road - C
22704.58
-
12.35
Road - D
17233
-
12.35
Road - E
10907
-
12.35
Road - F
12314.6
-
12.34
Road - G
7644.14
-
12.35
Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 2.00 Kg./ 10 Sqm. over the s existing BT surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 503, 900
-
-
-
Road - F
34.51
-
17.12
Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk bitumen which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as per MORTH Vth Revision 111, 112, 501, 504, 900.
-
-
-
Road - A
618
-
6324.72
Road - B
596
-
6324.72
Road - C
1135.23
-
6324.72
Road - D
862
-
6324.72
Road - E
546
-
6324.72
Road - F
617.47
-
6324.72
Road - G
382.2
-
6324.72
Providing and laying 30 mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen as per MORTH Vth Revision 111, 112, 512, 900
-
-
-
Road - A
371
-
8233.18
Road - B
358
-
8233.18
Road - C
681.14
-
8233.18
Road - D
517
-
8233.18
Road - E
327.3
-
8233.18
Road - F
370.47
-
8233.18
Road - G
229.33
-
8233.18
Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for Berms with an average lead of 5 Km. as per MORTH Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
-
-
-
Road - A
6829
-
141.09
Road - B
7808
-
141.09
Road - C
12907
-
141.09
Road - D
8887
-
141.09
Road - E
6956
-
141.09
Road - F
5246
-
141.09
Road - G
3103
-
141.09
Providing R.C.C M15 grade Precast KM Stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc complete as per MORTH Vth specification No.804
-
-
-
Road - A
3
-
906
Road - B
3
-
906
Road - C
6
-
906
Road - D
4
-
906
Road - E
2
-
906
Road - F
3
-
906
Road - G
2
-
906
Providing R.C.C M15 grade Precast HM Stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc complete as per MORTH Vth Revision 804
-
-
-
Road - A
13
-
256
Road - B
12
-
256
Road - C
24
-
256
Road - D
18
-
256
Road - E
12
-
256
Road - F
12
-
256
Road - G
8
-
256
FOR CROSS DRAINAGE WORKS- SINGLE ROW PIPE CULVERT
-
-
-
Dismantling the RR masonry salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as per MORTH Vth Revision 111,112,202
-
-
-
Road - A
24.96
-
168
Road - C
37.44
-
168
Road - F
18.72
-
168
Road - G
12.48
-
168
Dismantling the RCC pipes removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as directed by the Engineer-in-charge
-
-
-
Road - A
30
-
100
Road - C
45
-
100
Road - F
22.5
-
100
Road - G
15
-
100
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORTH Vth Revision 304.
-
-
-
Road - A
100.8
-
146.2
Road - C
151.2
-
146.2
Road - F
75.6
-
146.2
Road - G
50.4
-
146.2
Cement concrete M15 Grade Nominal mix (1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION OF BODY WALL (Levelling course) as per MORTH Vth 1000, 1500, 1700, 2100.
-
-
-
Road - A
15.36
-
4611.78
Road - C
23.04
-
4550.17
Road - F
11.52
-
4559.38
Road - G
7.68
-
4497.01
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION OF BODY WALL & CULVERT (Below Sill level) as per MORTH Vth 1000, 1500, 1700, 2100.
-
-
-
Road - A
38.4
-
5797.76
Road - C
57.6
-
5736.15
Road - F
28.8
-
5745.35
Road - G
19.2
-
5682.97
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BODY WALL OF CULVERT (Above sill level) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road - A
60.48
-
7344.74
Road - C
90.72
-
7283.33
Road - F
45.36
-
7292.99
Road - G
30.24
-
7230.49
Supply of NP3 Class 1000mm dia R.C.C Pipes to suit the respective diametre of pipes confirming to IS Specifications 458 to various diametre of pipes including cost of Pipes inclusive of all taxes, loading, unloading conveyance and delivery at road site as directed by the departmental officers, including all other incidental charges etc, complete including Hoisting and Fixing the pipe in position as per MORTH Vth 2900
-
-
-
Road - A
40
-
3897
Road - C
60
-
3897
Road - F
30
-
3897
Road - G
20
-
3897
Filling with STONE DUST including cost and conveyance of STONE DUST to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per MORTH Vth Revision 304
-
-
-
Road - A
31.92
-
231.48
Road - C
47.88
-
224
Road - F
23.94
-
250
Road - G
15.96
-
187.47
FOR CROSS DRAINAGE WORKS - DOUBLE ROW PIPE CULVERT
-
-
-
Dismantaling the RR masonry salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as per MORTH Vth Revision 111,112,202
-
-
-
Road - B
12.48
-
168
Road - C
46.8
-
168
Road - D
12.48
-
168
Road - E
24.96
-
168
Road - F
12.48
-
168
Dismantling the RCC pipes removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as directed by the Engineer-in-charge.
-
-
-
Road - B
15
-
100
Road - D
15
-
100
Road - E
30
-
100
Road - F
15
-
100
Dismantling the cut stone slab salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as per MORTH Vth Revision 111,112,202
-
-
-
Road - C
12.84
-
700
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORTH Vth Revision 304.
-
-
-
Road - B
37.58
-
146.2
Road - C
112.74
-
146.2
Road - D
37.58
-
146.2
Road - E
75.16
-
146.2
Road - F
37.58
-
146.2
Cement concrete M15 Grade Nominal mix (1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION OF BODY WALL (Levelling course) as per MORTH Vth 1000, 1500, 1700, 2100.
-
-
-
Road - B
5.04
-
4641
Road - C
15.12
-
4534.66
Road - D
5.04
-
4584
Road - E
10.08
-
4534.03
Road - F
5.04
-
4544
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION OF BODY WALL & CULVERT (Below Sill level) as per MORTH Vth 1000, 1500, 1700, 2100.
-
-
-
Road - B
12.6
-
5782
Road - C
37.8
-
5676.01
Road - D
12.6
-
5725
Road - E
25.2
-
5675
Road - F
12.6
-
5685
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BODY WALL OF CULVERT (Above sill level) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road - B
18.75
-
7491
Road - C
56.25
-
7384.34
Road - D
18.75
-
7434
Road - E
37.5
-
7384.03
Road - F
18.75
-
7394
Supply of NP3 Class 1000mm dia R.C.C Pipes to suit the respective diametre of pipes confirming to IS Specifications 458 to various diametre of pipes including cost of Pipes inclusive of all taxes, loading, unloading conveyance and delivery at road site as directed by the departmental officers, including all other incidental charges etc, complete including Hoisting and Fixing the pipe in position as per MORTH Vth 2900
-
-
-
Road - B
20
-
3897
Road - C
60
-
3897
Road - D
20
-
3897
Road - E
40
-
3897
Road - F
20
-
3897
Filling with STONE DUST including cost and conveyance of STONE DUST to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per MORTH Vth Revision 304
-
-
-
Road - B
17.06
-
260
Road - C
51.18
-
215.67
Road - D
17.06
-
242
Road - E
34.12
-
239.01
Road - F
17.06
-
242
CONSTRUCTION OF RETAINING WALL
-
-
-
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORTH Vth Revision 304
-
-
-
Road - B
350.63
-
146.2
Road - G
99
-
146.2
Cement concrete M15 Grade Nominal mix (1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION OF RETAINING WALL (Levelling course) as per MORTH V 1000, 1500, 1700, 2100.
-
-
-
Road - B
84.15
-
4641
Road - G
11
-
4491
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION RETAINING WALL (Below Sill level) as per MORTH Vth 1000, 1500, 1700, 2100.
-
-
-
Road - B
107.78
-
5486
Road - G
65
-
5180
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BODY WALL OF RETAINING WALL (Above sill level) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road - B
199.76
-
6628
Road - G
152.13
-
6153
Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORTH V 2700
-
-
-
Road - B
110
-
172.8
Road - G
50
-
172.8
Refilling the excavated earth complying with the standard specification for filling in the foundation trench includin labour charges etc., complete as per MORTH Vth Revision 304
-
-
-
Road - B
348.43
-
25.5
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
-
GST 12% for above SubTotal Amount
1
-
-
Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
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