National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Dec 2022
Closing Date19 Jan 2023
Tender Amount₹ 5,13,30,000
Costs
EMD
₹ 2,67,000Document 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
2022_HWAY_274475_9Bid Award Id
ViewTender No
TN.No.18/2022-2023/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
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Road C
2376
-
5.55
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Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for box cutting for widening portion as per MORTH Vth Rev., 111, 112 & 201
-
-
-
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Road B
277
-
106.25
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Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer. as per MORT & H 111, 112, 202, 303.4.3, 501
-
-
-
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Road A
2489.08
-
18.85
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Road B
2782.95
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18.85
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Road C
2851.87
-
18.85
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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 Revision 111, 112, 401, 900
-
-
-
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Road A
2.7
-
2006.31
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Road B
74.86
-
1988.71
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Road C
4.85
-
2126.63
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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 MORT&H Vth Revision 111, 112, 401, 900
-
-
-
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Road A
4.86
-
2103.04
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Road B
127.27
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2085.44
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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 Revision 111, 112, 406, 900
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-
-
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Road A
1082.68
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2354.64
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Road B
1424.43
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2354.64
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Road C
1731.13
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2438.17
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Providing and laying of Prime coat using Emulsion bitumen (SS1 ) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502, 900
-
-
-
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Road A
7494.25
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78.02
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Road B
9098.85
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78.02
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Road C
8708.35
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78.03
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Providing and laying of tack coat using Emulsion bitumen (RS1 ) 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 Revision 111, 112, 501, 503, 900
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-
-
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Road A
7494.25
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18.52
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Road B
9098.85
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18.52
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Road C
8708.35
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18.53
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Providing and laying of tack coat using Emulsion bitumen (RS1 ) at the rate of 3.00 Kg./ 10 Sqm. over the Cement Concrete surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900
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-
-
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Road A
7.88
-
21.24
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Road B
16.5
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21.25
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Road C
56.25
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21.25
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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 (VG 30) 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
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-
-
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Road A
375.14
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9267.16
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Road B
455.77
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9267.16
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Road C
435.35
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9357.42
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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 (VG 30) as per MORT & H Vth Revision 111, 112, 501 507 900
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-
-
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Road A
225.08
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12153.63
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Road B
273.47
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12153.63
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Road C
261.21
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12242.9
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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 low berms as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
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-
-
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Road A
808.31
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491.81
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Road B
1068.62
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491.81
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Road C
765.53
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491.81
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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 Vth Revision No.804
-
-
-
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Road A
1
-
906
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Road B
2
-
906
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Road C
2
-
906
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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 Vth Revision No.804
-
-
-
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Road A
8
-
256
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Road B
9
-
256
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Road C
9
-
256
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FOR CROSS DRAINAGE WORKS- BOX CULVERT
-
-
-
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Dismantling the existing 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
-
-
-
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Road A
15.34
-
244
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Road C
86.13
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244
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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 such as bailing out water, 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.
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-
-
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Road A
39.61
-
212.5
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Road C
136.93
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212.5
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Plain cement concrete M15 Grade (Nominal mix) 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 for FOUNDATION of LEVELLING COURSE as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road A
4.26
-
6301
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Road C
20.31
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6457.75
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Vibrated cement concrete M20 Grade (Nominal mix ) 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 for FOUNDATION FOR RETURN WALL (BELOW SILL LEVEL) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road A
20.08
-
7377
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Road C
51.8
-
7609.07
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Vibrated cement concrete M20 Grade (Nominal mix) 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 for RETURN WALL (ABOVE SILL LEVEL) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road A
25.6
-
8991
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Road C
78.15
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9210.75
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Vibrated Reinforced Cement Concrete M25 (Design mix) using 20mm and 12mm ISS HBG graded metal 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 for BOX CULVERT, BASE SLAB, SIDE WALL & TOP SLAB as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road A
24.94
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11492
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Road C
124.45
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11352.89
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Vibrated cement concrete M15 Grade (Nominal mix ) 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 for PARAPET as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road A
0.85
-
8679
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Road C
4.11
-
10985.89
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Vibrated Cement Concrete M30 (Design mix) with surface reinforcement using 20mm, 12mm and 6mm ISS HBG graded metal including cost and conveyance of all materials to work site, but including cost and labour charges for form work cost of premoulded expansion joint and fixing the same in position and centering labour charges for compacting, curing, including all incidental charges etc., complete for wearing coat of 75mm uniform thickness over deck slab as per MORT&H Vth Revision 1500, 1600, 1700, 2702.2
-
-
-
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Road C
76.05
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736.48
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Supply and fabrication of steel grade Fe-500 required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods 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 MORTH Vth Revision 1000, 1600.
-
-
-
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Road A
1.75
-
93230
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Road C
8.1
-
93230
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Providing and fixing 100mm 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
-
-
-
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Road A
5.56
-
177.5
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Road C
22.08
-
177.5
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Filling the trench with Gravel including cost and conveyance of material 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 for Box culvert SIDE WALL as per MORTH V Revision 304
-
-
-
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Road A
12.66
-
630
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Road C
69.25
-
750.44
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FOR CROSS DRAINAGE WORKS- SINGLE ROW PIPE CULVERT
-
-
-
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Dismantaling the existing 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
-
-
-
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Road A
51
-
244
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Road C
25.5
-
244
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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 such as bailing out water, 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.
-
-
-
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Road A
171.6
-
212.5
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Road C
85.8
-
212.5
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Vibrated cement concrete M20 Grade (Nominal mix) 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 for BODY WALL (Below Sill Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road A
11.52
-
6412.33
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Road C
5.76
-
6572.57
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Vibrated cement concrete M20 Grade (Nominal mix ) 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 for BODY WALL (Above Sill Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road A
100.17
-
9016.24
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Road C
50.08
-
9185.5
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Vibrated cement concrete M15 Grade (Nominal mix) 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 for PARAPET as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road A
3.6
-
11005.56
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Road C
1.8
-
8845.56
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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
-
-
-
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Road A
30
-
4130
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Road C
15
-
4130
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Filling the trench with Gravel including all cost, conveyance and filling charges and compacting below and around the hume pipes and all other incidental charges etc., complete as directed by the departmental officers complete as per MORTH Vth Revision 304
-
-
-
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Road A
25.81
-
627.51
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Road C
12.88
-
754.5
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CONSTRUCTION OF RETAINING WALL
-
-
-
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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 such as bailing out water, 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.
-
-
-
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Road B
132
-
212.5
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Vibrated cement concrete M20 Grade (Nominal mix) 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 for BASE SLAB AND BODY WALL (Below Sill Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road B
102.05
-
7294
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Vibrated cement concrete M20 Grade (Nominal mix ) 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 for BODY WALL (Above Sill Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road B
84.54
-
9104
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Providing and fixing 100mm 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
-
-
-
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Road B
89.57
-
177.5
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Vibrated cement concrete M15 Grade (Nominal mix) 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 for PARAPET as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road B
3.65
-
11974
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Refilling with available excavated earth for filling in layers, not exceeding limits including watering, tamping including all labour charges and incidental charges etc., complete and in accordance with standard specifications between Retaining wall and road as per MORTH Vth Rev., 305 & 2907
-
-
-
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Road B
132
-
36.95
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Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
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Sub Total Amount for above all items (excluding GST)
1
-
43491815.42
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GST 18% for above SubTotal Amount
1
-
7828526.78
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Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
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