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 Date3 Jan 2023
Closing Date19 Jan 2023
Tender Amount₹ 6,25,10,000
Costs
EMD
₹ 3,23,000Document 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_275251_5Bid Award Id
ViewTender No
TN.No.20/2022-2023/SDO/TRY-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
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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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-
-
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Road A
2340.72
44122
18.85
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Road B
2070.5
39028
18.85
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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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-
-
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Road B
173.28
18411
106.25
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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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-
-
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Road A
3.15
8717
2767.4
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Road B
66.3
187562
2829
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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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-
-
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Road A
5.04
14462
2869.62
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Road B
71.03
208204
2931.22
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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
1412.31
4476415
3169.57
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Road B
1050.1
3328365
3169.57
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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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-
-
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Road A
7053.67
550186
78
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Road B
6687.3
521609
78
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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
7053.67
130563
18.51
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Road B
6687.3
123781
18.51
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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
71.33
1515
21.24
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Road B
62.7
1331
21.24
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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
356.25
3611605
10137.84
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Road B
337.5
3421521
10137.84
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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
213.75
2780406
13007.75
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Road B
202.5
2634069
13007.75
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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
1053.35
225469
214.05
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Road B
820.31
175587
214.05
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FOR CROSS DRAINAGE WORKS- BOX CULVERT
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-
-
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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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-
-
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Road A
30.39
7415
244
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Road B
9.68
2361
244
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Dismantaling the existing Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202
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-
-
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Road A
76.93
32233
419
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Road B
103.57
43395
419
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Dismantaling the existing Reinforced Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202
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-
-
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Road A
12.18
77708
6380
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Road B
18.27
116562
6380
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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
558.5
118681
212.5
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Road B
506.96
107729
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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-
-
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Road A
41.48
285299
6878
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Road B
40.12
274851
6850.73
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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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-
-
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Road A
171.65
1368155
7970.61
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Road B
143.62
1130355
7870.46
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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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-
-
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Road A
241.06
2188844
9080.08
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Road B
250.78
2227453
8882.1
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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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-
-
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Road A
296.68
3482750
11739.08
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Road B
293.46
3432839
11697.81
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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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-
-
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Road A
69.88
53702
768.5
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Road B
104.82
80292
766
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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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-
-
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Road A
19.6
1827308
93230
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Road B
19.57
1824511
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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-
-
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Road A
71.2
12638
177.5
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Road B
66
11715
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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-
-
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Road A
148.53
160513
1080.68
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Road B
182.49
191959
1051.89
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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 Diversion Road as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
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-
-
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Road A
900
192645
214.05
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Road B
750
160537
214.05
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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 for Diversion Road as per MORT&H Vth Revision 111, 112, 401, 900
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-
-
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Road A
84.36
233457
2767.4
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Road B
70.3
198878
2829
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RETAINING WALL
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-
-
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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
376.65
80038
212.5
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Road B
145.8
30982
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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-
-
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Road A
325.13
2468341
7591.86
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Road B
125.85
951677
7562
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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
574.65
5061706
8808.33
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Road B
222.57
1954164
8780
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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
77.5
13756
177.5
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Road B
30
5325
177.5
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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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-
-
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Road A
627.75
23195
36.95
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Road B
243
8978
36.95
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Calculation of SubTotal, GST and Total carried out by system automatically
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-
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Sub Total Amount for above all items (excluding GST)
1
-
52965374.4
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GST 18% for above SubTotal Amount
1
9533767
9533767.39
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Total in Figures (SubTotal + GST)
-
62499141
-
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