National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date31 Oct 2019
Closing Date29 Nov 2019
Tender Amount₹ 6,71,80,000
Costs
EMD
₹ 3,46,000Document 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_142738_4Bid Award Id
ViewTender No
T.N.21/2019-20/SDO-TNJ-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 - C
2436
-
3.9
Road - D
10350
-
3.9
Road - E
1923.6
-
3.9
Road - F
2718
-
3.9
Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer as per MORTH V Revision 111, 112, 202, 305.4.3, 501.
-
-
-
Road - A
2567.42
-
12.99
Road - B
1184.38
-
12.99
Road - C
2859
-
12.99
Road - D
5783.75
-
12.99
Road - E
2513.04
-
12.99
Road - F
2471.46
-
12.99
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 MORT&H Vth 111, 112, 202, 305.4.3, 501.
-
-
-
Road - A
1155.34
-
2390.46
Road - B
266.48
-
2390.46
Road - C
1286.55
-
2390.46
Road - D
2602.69
-
2390.46
Road - E
565.42
-
2390.46
Road - F
1152.22
-
2390.46
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 MORT&H Vth 111, 112, 501, 502, 900.
-
-
-
Road - A
7702.26
-
62.34
Road - B
3553.13
-
62.34
Road - C
8577
-
62.38
Road - D
17351.26
-
62.37
Road - E
7539.13
-
62.36
Road - F
7578.75
-
62.37
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 MORT&H Vth 111, 112, 501, 502, 900.
-
-
-
Road - A
7702.26
-
12.3
Road - B
3553.13
-
12.3
Road - C
8577
-
12.32
Road - D
17351.26
-
12.31
Road - E
7539.13
-
12.31
Road - F
7578.75
-
12.31
Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 2.00 Kg./ 10 Sqm. over the BT surface preparatory to another bituminous construction over it as per MORT&H Vth 111, 112, 501, 502, 900.
-
-
-
Road - B
1481.25
-
17.09
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 MORT&H Vth 111, 112, 501, 504, 900.
-
-
-
Road - A
385.11
-
7132.36
Road - B
251.72
-
7132.36
Road - C
428.85
-
7132.36
Road - D
867.56
-
7132.36
Road - E
376.96
-
7132.36
Road - F
378.94
-
7132.36
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 MORT&H Vth 111, 112, 501 507 900.
-
-
-
Road - A
231.07
-
9019.95
Road - B
151.03
-
9019.95
Road - C
257.31
-
9019.95
Road - D
520.54
-
9019.95
Road - E
226.17
-
9019.95
Road - F
227.36
-
9019.95
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 making up berms as per MORT&H Vth 111, 112, 202, 301, 302, 303, 305, 900
-
-
-
Road - A
933.8
-
141.09
Road - B
415.4
-
141.09
Road - C
1039.6
-
141.09
Road - D
5470.54
-
141.09
Road - E
617.83
-
141.09
Road - F
920
-
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 MORT & H specification No.804
-
-
-
Road - A
2
-
906
Road - B
1
-
906
Road - C
2
-
906
Road - D
4
-
906
Road - E
1
-
906
Road - F
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 MORT & H specification No.804
-
-
-
Road - A
8
-
256
Road - B
5
-
256
Road - C
9
-
256
Road - D
19
-
256
Road - E
8
-
256
Road - F
8
-
256
Providing and erecting Direction and Place Identification Retro¬reflectorised Signs made out of Cube Corner Micro Prismatic Grade Sheeting confirming to Type-XI standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2min thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Micro Prismatic grade Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.9 of IRC 67-2012. The retro -reflective sheeting shall be covered under 10 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. ( as per MORT&H Specification No.801) (For location of black spot, curve, sharp bend, junction, ghat roads and critical zone applications) (for sign having area upto 0.9sqm) Type XI for Name board)
-
-
-
Road - A
4.32
-
9057
Road - B
2.16
-
9057
Road - C
2.16
-
9057
Road - D
4.32
-
9057
Road - E
2.16
-
9057
Road - F
4.32
-
9057
Providing and fixing of retro reflectorised Hazard marker traffic sign made out of High intensity Prismatic Grade sheeting conforming to Type IV standards of IRC-67:2012 and ASTM D 4956 - 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75mmx75mmx6mm and 0.60m below ground level.The sign post shoulde be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm size including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts , loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro- Reflectro sheet shall consist of minimum coefficient of Retro reflection as per table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012.( as per MORT & H specification No. 801).
60 cm Traiangle Board
-
-
-
Road - A
12
-
2632
Road - B
6
-
2632
Road - C
26
-
2632
Road - D
18
-
2632
Road - E
16
-
2632
Road - F
22
-
2632
Providing and erecting single sided Double Guard Metal Beam Crash barrier System 1.80m high, comprising of 3mm which all W beams. Post & as pacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410 / 360. And dip galvanized having Zing mass or 550 gms /sqm, minimum 95mm above road/ ground level, fixed on ISMC series channel vertical post. 150 x 75 x 75 mm spaced 2 mtr centre to centre 312 mm x 83 mm flange width x 3.mm thick, 4318 mm long. Post directly embedded in the concrete M15 pit size 350 x 350 x 800 mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS : 1367.Clause 4.60 all completed as per Technical specifications and as directed by the Engineer - in - charge
-
-
-
Road - E
70
-
5864
Road - F
100
-
5864
RECONSTRUCTION OF PIPE CULVERT
-
-
-
Dismantaling the brick masonry in cement mortar salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as per MORT&H Vth Revision 111 ,112 & 202 .
-
-
-
Road - B
52.02
-
168
Road - C
10.2
-
168
Road - F
10.2
-
168
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
195.31
-
146.2
Road - C
32.39
-
146.2
Road - D
27.89
-
146.2
Road - F
39.14
-
146.2
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 MORT&H Vth 111, 112, 401, 900
-
-
-
Road - B
4.11
-
2140.14
Road - C
0.84
-
2140.14
Road - F
16.22
-
2122.54
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 MORT&H Vth 111, 112, 406, 900.
-
-
-
Road - B
4.794
-
2390.46
Road - C
0.56
-
2390.46
Road - D
9.61
-
2390.46
Road - F
0.56
-
2390.46
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
9.18
-
5632.82
Road - C
1.8
-
5737
Road - D
1.35
-
5691
Road - F
1.8
-
5737
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 1000, 1500, 1700, 2100.
-
-
-
Road - B
78.05
-
7791.79
Road - C
15.81
-
7113
Road - D
11.58
-
7716
Road - F
15.81
-
7911
Filling with clean gritty gravel including cost and conveyance of gravel 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
48.7
-
540.91
Road - C
9.61
-
645.59
Road - D
9.61
-
646
Road - F
12.13
-
720.28
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 Revision 2900.
-
-
-
Road - B
45
-
3897
Road - C
10
-
3897
Road - D
7.5
-
3897
Road - F
10
-
3897
CONSTRUCTOIN 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 MORT&H Vth Revision 304.
-
-
-
Road - E
78.2
-
146.2
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 MORT & H Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road - E
59.14
-
6712
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 MORT & H Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road - E
62.66
-
8219
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 MORT&H Vth Revisoin 2700.
-
-
-
Road - E
52
-
172.8
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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