National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date11 Nov 2019
Closing Date11 Dec 2019
Tender Amount₹ 7,74,99,819
Costs
EMD
₹ 3,98,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation Of Panchayat Union Roads Panchayat Roads In Madurai H Nabard And Rural Roads Sub Division Package No.38
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_145066_3Bid Award Id
ViewTender No
TN.No.25 /2019-20 SDO MDU - NRRTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Road - C
396
-
3.9
Road - D
1008
-
3.9
Road - E
1014
-
3.9
Road - F
1908
-
3.9
Road - G
645
-
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
2057
-
12.99
Road - B
3628
-
12.99
Road - C
1625
-
12.99
Road - D
3262.5
-
12.99
Road - E
2400
-
12.99
Road - F
4375
-
12.99
Road - G
1853.2
-
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
4.21
-
1467.94
Road - D
4.21
-
1472.34
Road - E
3.31
-
1576.85
Road - F
3.31
-
1401.94
Road - G
0.96
-
1419.54
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 MORTH Vth Revision 111, 112, 406, 900
-
-
-
Road - A
1173
-
1681.18
Road - B
2720.9
-
1681.18
Road - C
975
-
1681.18
Road - D
2153.3
-
1681.18
Road - E
1800
-
1784.78
Road - F
2803
-
1681.18
Road - G
1000.8
-
1681.18
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
6169
-
62.62
Road - B
10884
-
62.62
Road - C
4875
-
62.62
Road - D
9788
-
62.63
Road - E
7200
-
62.59
Road - F
13345
-
62.62
Road - G
5560
-
62.63
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
6169
-
12.4
Road - B
10884
-
12.4
Road - C
4875
-
12.4
Road - D
9788
-
12.41
Road - E
7200
-
12.39
Road - F
13345
-
12.4
Road - G
5560
-
12.41
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
308.5
-
6402.02
Road - B
544.2
-
6402.02
Road - C
243.8
-
6402.02
Road - D
489.4
-
6402.02
Road - E
360
-
6507.4
Road - F
667.2
-
6402.02
Road - G
278
-
6402.02
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, 501, 512, 900
-
-
-
Road - A
185.1
-
8323.2
Road - B
326.5
-
8323.2
Road - C
146.3
-
8323.2
Road - D
293.7
-
8323.2
Road - E
216
-
8422.75
Road - F
400.4
-
8323.2
Road - G
166.8
-
8323.2
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 makingup berms as per MORTH Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
-
-
-
Road - A
1177.5
-
141.09
Road - B
2775
-
141.09
Road - C
1092
-
100.29
Road - D
1957.5
-
141.09
Road - E
1901
-
141.09
Road - F
3045
-
141.09
Road - G
1070.5
-
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 Revision No.804
-
-
-
Road - A
1
-
906
Road - B
3
-
906
Road - C
1
-
906
Road - D
2
-
906
Road - E
1
-
906
Road - F
3
-
906
Road - G
1
-
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
7
-
256
Road - B
12
-
256
Road - C
5
-
256
Road - D
11
-
256
Road - E
8
-
256
Road - F
14
-
256
Road - G
6
-
256
Providing and erecting Direction and Place Identification Retro-reflectorised Signs made out of High intensity prismatic grade Sheeting confirming 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 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 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. (For location of black spot, curve, sharp bend, junction, ghat roads and critical zone applications) (for sign having area more than 0.9sqm) Type IV for Name board) as per MORTH Vth Revision No.801)
-
-
-
Road - A
4.32
-
9057
Road - B
4.32
-
9057
Road - C
4.32
-
9057
Road - D
5.4
-
9057
Road - E
4.32
-
9057
Road - F
6.48
-
9057
Road - G
4.32
-
9057
Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR confirm to IS 5986 FE 410/360 and dip galvanized having Zinc Mass of 550gms/sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x75mm spaced 2m center to center 312mmx83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer – in – charge for Metal Beam Crash Barrier Type -A Double Guard
-
-
-
Road - D
132
-
5864
Providing and erecting Retro - Reflectorised cautionary, Mandoatory and informatory signs (without definition board) mad out of High intensity prismatic grade Sheeting confirming 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 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. 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. 90cm equilateral triangle as per MORTH Vth Revision No.801)
-
-
-
Road - B
10
-
4048
CONSTRUCTION OF PIPE CULVERT AT Km 0/2 OF ROAD -A & AT KM 2/4 & 2/8 OF ROAD -D & At Km.0/2 & 0/8 of Road E & at Km. 0/2 of Road F & At Km. 0/2 of Road G
-
-
-
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits dismantling RR Masonry in cement mortar as per MORTH Vth Revision.111 ,112 & 202
-
-
-
Road - A
9.4
-
168
Road - D
18.7
-
168
Road - E
18.7
-
168
Road - F
18.7
-
168
Road - G
9.4
-
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 - A
74.6
-
146.2
Road - D
100.6
-
146.2
Road - E
117.2
-
146.2
Road - F
80.1
-
146.2
Road - G
31.6
-
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 as per MORTH Vth 1000, 1500, 1700, 2100.
-
-
-
Road - A
3.47
-
4984
Road - D
6.93
-
4819
Road - E
6.22
-
5196
Road - F
6.22
-
4846
Road - G
2.75
-
4750
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 (Below Sill level) as per MORTH Vth 1000, 1500, 1700, 2100.
-
-
-
Road - A
11.39
-
5030
Road - D
22.56
-
4864
Road - E
20.22
-
5241
Road - F
20.22
-
4892
Road - G
30.43
-
4795
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 (Above Sill level) as per MORTH Vth 1000, 1500, 1700, 2100.
-
-
-
Road - A
20.42
-
7543
Road - D
40.06
-
7278
Road - E
36.88
-
7713
Road - F
36.88
-
7349
Road - G
70.13
-
7185
Filling with quarry dust including cost and conveyance of Quarry 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
35.26
-
282
Road - D
45.86
-
198
Road - E
43.49
-
388
Road - F
94.77
-
212
Road - G
10.95
-
163
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 - A
20
-
3897
Road - D
30
-
3897
Road - E
22.5
-
3897
Road - F
27.5
-
3897
Road - G
7.5
-
3897
CONSTRUCTION OF BOX CULVERT AT Km 0/4-0/6 OF ROAD -A & AT KM 1/2 OF ROAD -F
-
-
-
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 for abutments as per MORTH Vth Revision 304
-
-
-
Road - A
40.8
-
146.2
Road - F
20.4
-
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 (Below Sill level) as per MORTH Vth 1000, 1500, 1700, 2100.
-
-
-
Road - A
31.8
-
5155
Road - F
15.9
-
4934
Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M-Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete for BOTTOM AND TOP SLAB - MORTH Vth Revision 1000, 1500, 1600, 1700, 2200, 2300 & 900
-
-
-
Road - A
17.1
-
10404
Road - F
8.6
-
10170
Supply and fabrication of Steel Grade Fe- 500 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification including suitable anticorrosive treatment etc., complete as MORTH Vth Reivision 1000, 1600
-
-
-
Road - A
2.66
-
69850
Road - F
1.33
-
69850
Filling with quarry dust including cost and conveyance of quarry 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
15
-
282
Road - F
7.5
-
170
Vibrated cement concrete M30 (Design mix) using 25mm, 12mm and 6mm ISS sized hard granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete for WEARING COAT 75MM uniform thickness as per MORTH Vth Revision 1000, 1500, 1700, 2702, 2704 & 900
-
-
-
Road - A
18.48
-
557.67
Road - F
9.3
-
543.59
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
77
-
146.2
Road - C
99.7
-
146.2
Road - D
15.8
-
146.2
Road - F
90.1
-
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 of Below Sill Level as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road - B
62.95
-
5527
Road - C
76.6
-
4986
Road - D
12.91
-
5412
Road - F
72.66
-
5388
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 Retaining wall for Above Sill level as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road - B
102.61
-
6830
Road - C
99.97
-
5535
Road - D
67.09
-
5474
Road - F
115.31
-
6741
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 Vth Revision 2700
-
-
-
Road - B
-
-
172.8
Road - C
28
-
172.8
Road - D
16
-
172.8
Road - F
192
-
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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