National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date4 Nov 2019
Closing Date4 Dec 2019
Tender Amount₹ 5,83,92,305
Costs
EMD
₹ 3,02,000Document 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_143399_5Bid Award Id
ViewTender No
TN.No.24 / 2019-20 / SDO-TRY-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
2790
-
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 - B
1586
-
12.99
Road - C
3299
-
12.99
Excavation including removal and satisfactory disposal of all materials necessary for thr construction of roadway in accordance with the specifications and the lines, grades, and cross section shown in the drawing or as directed by the Engineer for Box cutting as per MORTH V Revision 111, 112, 202, 301, 302, 303, 305, 900.
-
-
-
Road - B
384.85
-
73.1
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 V Revision 111, 112, 401, 900
-
-
-
Road - B
151.61
-
2275.21
Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading III 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 V Revision 111, 112, 401, 900
-
-
-
Road - B
174.93
-
2367.8
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 V Revision 111, 112, 406, 900
-
-
-
Road - B
1358.13
-
2507.48
Road - C
2022.74
-
2507.48
Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base / binder course confirming to the specfication on a previously prepared base. (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete (For Patch Works) as per clause 504 MORTH Rev-5
-
-
-
Road - A
96.31
-
7136.56
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 V Revision 111, 112, 501, 502, 900
-
-
-
Road - A
750
-
62.36
Road - B
6712.36
-
62.35
Road - C
10113.66
-
62.36
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 V Revision 111, 112, 501, 502, 900
-
-
-
Road - A
750
-
12.31
Road - B
6712.36
-
12.31
Road - C
10113.66
-
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 MORTH V Revision 111, 112, 501, 502, 900
-
-
-
Road - A
19926.43
-
17.1
Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 3.00 Kg./ 10 Sqm. over the Dry Lean Cement Concrete surface preparatory to another bituminous construction over it as per MORTH V Revision 111, 112, 501, 502, 900
-
-
-
Road - A
103.07
-
13.98
Road - B
18.9
-
13.97
Road - C
57.6
-
13.98
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
1038.98
-
7258.52
Road - B
336.58
-
7258.52
Road - C
508.56
-
7258.52
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 V Revision 111, 112, 507, 900.
-
-
-
Road - A
623.39
-
9144.55
Road - B
201.93
-
9144.55
Road - C
305.14
-
9144.55
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 making up berms as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
-
-
-
Road - A
740
-
141.09
Road - B
873.6
-
141.09
Road - C
1484
-
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 as per MORT & H Vth Revision No.804
-
-
-
Road - A
3
-
906
Road - B
1
-
906
Road - C
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 as per MORT & H Vth Revision No.804
-
-
-
Road - A
15
-
256
Road - B
6
-
256
Road - C
11
-
256
Providing and erecting Direction and Place Identification Retro¬reflectorised Signs made out of high intensity 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) (Type XI for Name board) (for sign having area more than 0.9sqm)
-
-
-
Road - A
6.48
-
9057
Road - B
3.24
-
9057
Road - C
7.56
-
9057
Providing and erecting of Retro-Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) 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 2.10 m 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 (as per MORT&H Specification No.801) (90 cm Equilateral Triangle)
-
-
-
Road - A
12
-
4048
Road - B
8
-
4048
Road - C
8
-
4048
SUB-ESTIMATE FOR BOX CULVERT At Km. 0/2, 0/4, 0/6, 1/6 & 1/8 of Road A, At Km. 0/8 of Road B & At Km. 1/4, 1/8, 1/10 & 2/4 of Road C
-
-
-
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 - A
793.32
-
146.2
Road - B
128.78
-
146.2
Road - C
516.24
-
146.2
Providing filling with M.sand (Crushed Stone Sand) in foundation from approved sources as per standard specifications and as directed by the departmental officers etc., complete as per MORT&H Vth Revision 304.
-
-
-
Road - A
90.03
-
2127.09
Road - B
15.83
-
2042
Road - C
55.92
-
2073.5
Vibrated cement concrete M20 Grade Nominal mix (1:1.5:3) 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 MORT & H Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road - A
98.48
-
6786.35
Road - B
18.34
-
6700
Road - C
69.64
-
6778
Vibrated cement concrete M20 Grade Nominal mix (1:1.5:3) 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 (Above Sill level) as per MORT & H Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road - A
83.64
-
7975.67
Road - B
16.73
-
7906
Road - C
66.92
-
7948
Vibrated Reinforced Cement Concrete M25 (Design Mix) using HBG graded metal 20mm and 12mm below ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete BOX CULVERT (Below Sill level) as per MORT & H Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road - A
288.47
-
8826.6
Road - B
52.1
-
8774
Road - C
172.68
-
8567
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 as per MORT&H Vth Revision 1000, 1600
-
-
-
Road - A (Rates inclusive of Anticorrosive Treatement)
21.3
-
73850
Road - B (Rates inclusive of Anticorrosive Treatement)
3.2
-
73850
Road - C
12
-
69850
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 Revision 2700.
-
-
-
Road - A
40
-
172.8
Road - B
8
-
172.8
Road - C
32
-
172.8
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 MORT&H Vth Revision 304
-
-
-
Road - A
103.47
-
1001.75
Road - B
13.73
-
860
Road - C
54.92
-
747
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 making up berms as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
-
-
-
Road - A
1875
-
141.09
Road - B
325
-
141.09
Road - C
1300
-
141.09
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 V Revision 111, 112, 401, 900
-
-
-
Road - A
318.75
-
2323.61
Road - B
43.88
-
2275.21
Road - C
175.52
-
2213.61
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 V Revision 111, 112, 406, 900
-
-
-
Road - A
425
-
2507.48
Road - B
37.5
-
2507.48
Road - C
150
-
2507.48
CONSTRUCTION OF RETAINING WALL At Km. 1/8 of Road - A, Km.0/8 of Road B & At Km. 1/4 of Road C
-
-
-
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 V Revision 304.
-
-
-
Road - A
84
-
146.2
Road - B
43
-
146.2
Road - C
9
-
146.2
Vibrated cement concrete M20 Grade Nominal mix (1:1.5:3) 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 FOOTING as per MORT&H Vth Revision 1000, 1500, 1700, 2100
-
-
-
Road - A
33.3
-
6021
Road - B
17.1
-
5901
Road - C
3.6
-
5941
Vibrated cement concrete M20 Grade Nominal mix (1:1.5:3) 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 BELOW SILL LEVEL as per MORT&H Vth Revision 1000, 1500, 1700, 2100
-
-
-
Road - A
37.13
-
7143
Road - B
19.07
-
7039
Road - C
4.01
-
7197
Vibrated cement concrete M20 Grade Nominal mix (1:1.5:3) 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 ABOVE SILL LEVEL as per MORT&H Vth Revision 1000, 1500, 1700, 2100
-
-
-
Road - A
91.14
-
8214
Road - B
46.23
-
8091
Road - C
9.78
-
8266
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 - A
37
-
172.8
Road - B
19
-
172.8
Road - C
4
-
172.8
Refilling the excavated earth complying with the standard specification for filling in the foundation trench includin labour charges etc., complete as per MORT&H Vth Revisoin 304.
-
-
-
Road - A
81
-
25.5
Road - B
42
-
25.5
Road - C
9
-
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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