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 Date7 Jan 2023
Closing Date23 Jan 2023
Tender Amount₹ 6,33,30,000
Costs
EMD
₹ 3,27,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HWAY_278510_16Bid Award Id
ViewTender No
TN.No.22/2022-2023/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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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-B
31.5
45669
1449.81
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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
3856.25
72690
18.85
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Road-B
3406.67
64215
18.85
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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
2661.94
4747064
1783.31
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Road-B
2555
4556357
1783.31
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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
11568.75
904329
78.17
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Road-B
10220
798897
78.17
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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
11568.75
214831
18.57
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Road-B
10220
189887
18.58
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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
580.31
4974289
8571.78
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Road-B
512.86
4396123
8571.78
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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
347.07
3960207
11410.4
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Road-B
306.6
3498428
11410.4
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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
3024.45
647383
214.05
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Road-B
2590.83
554567
214.05
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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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-
-
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Road-A
3
2718
906
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Road-B
2
1812
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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-
-
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Road-A
14
3584
256
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Road-B
12
3072
256
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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
1155.6
245565
212.5
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Road-B
1179.36
250614
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
902.82
6242630
6914.59
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Road-B
921.38
6342125
6883.29
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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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-
-
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Road-A
481.5
4149205
8617.25
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Road-B
491.4
4219258
8586.2
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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
523
92832
177.5
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Road-B
530
94075
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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-
-
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Road-A
62.12
632868
10187.83
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Road-B
64.82
658179
10153.95
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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
758.37
28021
36.95
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Road-B
773.96
28597
36.95
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Providing cement concrete pavement with cement concrete 1:2:4 mix using 66.67% of 40mm and 33.33% of 20mm ISS size HBG metal respectively including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at departmental section stores and the cost of cement which will be recovered from the constractor at the rates and place noted in he special condition appended including handling charges for the same at both ends mixing laying compacting watering and curing concrete including all leads for good water including hire charges for T&P including cost of premould expansion joints and fixing the same in position and all other incidental charges such as cost of from work and labour therefore etc., complete for cement concrete pavement of 100mm thick for existing Causeway as per MORTH V Revision 1000, 1500, 1700, 2700.
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-
-
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Road-A
1292.5
911134
704.94
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Road-B
120
84264
702.2
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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
-
53651730.72
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GST 18% for above SubTotal Amount
1
9657311
9657311.53
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Total in Figures (SubTotal + GST)
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63309042
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Evaluation Notes How It Works ?
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