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 Date9 Sep 2024
Closing Date24 Sep 2024
Tender Amount₹ 5,55,30,000
Costs
EMD
₹ 2,88,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_476947_22Bid Award Id
ViewTender No
TN.No.02/2024-2025/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
Road-C
1842
11862
6.44
Road-D
1710
11012
6.44
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
-
-
-
Road-A
1245.08
27193
21.84
Road-B
1248.33
27264
21.84
Road-C
2638.71
57629
21.84
Road-D
1657.37
36197
21.84
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
-
-
-
Road-D
329.06
655649
1992.49
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
-
-
-
Road-A
933.82
2007125
2149.37
Road-B
749
1609878
2149.37
Road-C
1979.02
4253646
2149.37
Road-D
1792.13
3851950
2149.37
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
-
-
-
Road-A
3735.25
305095
81.68
Road-B
3744.98
305890
81.68
Road-C
7916.14
646590
81.68
Road-D
7168.5
585523
81.68
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
-
-
-
Road-A
3735.25
70372
18.84
Road-B
3744.98
70555
18.84
Road-C
7916.14
149140
18.84
Road-D
7168.5
135055
18.84
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
-
-
-
Road-A
188.62
1624867
8614.5
Road-B
188.18
1621077
8614.5
Road-C
397.66
3425642
8614.5
Road-D
359.37
3095793
8614.5
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
-
-
-
Road-A
112.05
1224407
10927.33
Road-B
112.35
1227686
10927.33
Road-C
237.48
2595022
10927.33
Road-D
215.05
2349922
10927.33
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
-
-
-
Road-A
594
162376
273.36
Road-B
828.8
226561
273.36
Road-C
1247.4
340989
273.36
Road-D
2260.13
617829
273.36
Providing and erecting direction and place identification retro reflectorised sign 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 2 mm thick aluminium sheet fixed over a back supporting frame of 25 mm x 25 mm x 3mm mild steel angle and supported on a mild steel angle post 75 x 75x 6 mm with clear height of not less than 2.10 m from the ground level to the bottom of sign board and 0.6 m below ground level. The sign post should be painted asper IRC 67-2012 and firmly fixed to the grond by meand of properly designed foundation with M15 grade CC 45 cmx45cmx60 cm size including cost and conveyance of all materials equipment,machinary andlabour 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 coefficent as per table 6.6 of IRC 67 2012. the retro reflective sheeting shall be covered under 7 years 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 sign having area more than 0.90 Sqm) Type - IV
-
-
-
Road-A
2.16
25499
11805
Road-B
2.16
25499
11805
Road-C
2.16
25499
11805
Road-D
2.16
25499
11805
Supply and fixing of HM stone of standard design and drawing as per IRC :26-1967 including painting and numbering etc., and all other incidental charges etc complete.
-
-
-
Road-A
4
2299
574.65
Road-B
6
3448
574.65
Road-C
8
4597
574.65
Road-D
8
4597
574.65
Supply and fixing of Kilometre stone of standard design and drawing as per IRC :8-1980 (Second revision), including painting and numbering etc., and all other incidental charges etc complete.
-
-
-
Road-A
1
2197
2197
Road-B
1
2197
2197
Road-C
2
4394
2197
Road-D
1
2197
2197
FOR CROSS DRAINAGE WORKS- BOX CULVERT
-
-
-
Dismantling the existing Brick / Stone Masonry in cement Mortar under 3m height in the existing causeway / bridge ad clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202
-
-
-
Road-A
7.83
2217
283.14
Road-B
5.12
1450
283.14
Road-C
5.12
1450
283.14
Road-D
8.6
2435
283.14
Dismantling 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
-
-
-
Road-A
2.25
1094
486.2
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank as per SS 20 B with all leads and lifts and all other incidental charges such as bailingout water shoring strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specification for DRESSING THE BED UPTO SILL LEVEL as per MORT&H Vth Revision 304.
-
-
-
Road-A
14.19
1749
123.26
Road-B
16.34
2014
123.26
Road-C
14.19
1749
123.26
Road-D
19.38
2389
123.26
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.
-
-
-
Road-A
39.57
9755
246.52
Road-B
42.39
10450
246.52
Road-C
39.57
9755
246.52
Road-D
53.83
13270
246.52
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 LEVELLING COURSE BELOW FOUNDATION as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road-A
4.6
28336
6160
Road-B
5.29
32586
6160
Road-C
4.6
28336
6160
Road-D
6.2
37938
6119
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 WALLS AND TOP SLAB as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road-A
28.51
334993
11750
Road-B
32.36
374502
11573
Road-C
28.51
334993
11750
Road-D
40.98
482499
11774
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.
-
-
-
Road-A
1.93
184717
95609.27
Road-B
2.13
203743
95609.27
Road-C
1.93
184717
95609.27
Road-D
2.64
252791
95609.27
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
-
-
-
Road-A
15.75
11513
731
Road-B
19.5
14255
731
Road-C
15.75
11513
731
Road-D
23.66
17220
727.82
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.
-
-
-
Road-A
0.95
10661
11222
Road-B
1.17
12955
11073
Road-C
0.95
10661
11222
Road-D
1.17
12909
11033
Filling the trench with Carted earth 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
-
-
-
Road-A
13.46
3029
225.06
Road-B
13.46
3029
225.06
Road-C
13.46
3029
225.06
Road-D
21.64
927
42.85
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 OF RETURN WALL (BELOW SILL LEVEL) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road-A
16.86
128490
7621
Road-B
16.86
128490
7621
Road-C
16.86
128490
7621
Road-D
23.92
179089
7487
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.
-
-
-
Road-A
18.25
171276
9385
Road-B
18.25
171276
9385
Road-C
18.25
171276
9385
Road-D
31.62
289576
9158
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
-
-
-
Road-A
16
3080
192.5
Road-B
16
3080
192.5
Road-C
16
3080
192.5
Road-D
16
3080
192.5
Providing cement concrete pavement with cement concrete M20 (1:1.5:3) mix using 66.67% of 40mm and 33.33% of 20mm IRC size HBG metal respectively including cost and conveyance of all materials to site including cost of cement 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 Causeway as per MORTH V Revision 1000, 1500, 1700, 2700.
-
-
-
Road-D
75
73339
977.85
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
-
-
-
Road-A
187.5
51255
273.36
Road-B
187.5
51255
273.36
Road-C
187.5
51255
273.36
Road-D
187.5
51255
273.36
FOR CROSS DRAINAGE WORKS- LOAD BEARING DRAIN
-
-
-
Dismantling the existing Brick / Stone Masonry in cement Mortar under 3m height in the existing causeway / bridge ad clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202
-
-
-
Road-B
2.85
807
283.14
Road-C
2.56
725
283.14
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.
-
-
-
Road-B
5.47
1348
246.52
Road-C
8.96
2209
246.52
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 LEVELLING COURSE BELOW FOUNDATION as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road-B
1.82
11211
6160
Road-C
1.39
8562
6160
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 LOAD BEARING DRAIN BASE SLAB, SIDE WALLS AND TOP SLAB as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road-B
10.56
156436
14814
Road-C
8.4
123892
14749
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.
-
-
-
Road-B
0.65
62337
95609.27
Road-C
0.47
45223
95609.27
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.
-
-
-
Road-C
0.72
8294
11519
Filling the trench with Carted earth 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
-
-
-
Road-C
1.42
320
225.06
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 OF RETURN WALL (BELOW SILL LEVEL) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road-C
4.26
30646
7194
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.
-
-
-
Road-C
25.84
323879
12534
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
-
-
-
Road-C
2.4
462
192.5
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
-
-
-
Road-C
187.5
51255
273.36
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 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.
-
-
-
Road-A
243.36
59993
246.52
Road-C
102.96
25382
246.52
Road-D
230.4
56798
246.52
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.
-
-
-
Road-A
199.37
1447227
7259
Road-C
84.35
614996
7291
Road-D
180.18
1349909
7492
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.
-
-
-
Road-A
210.5
1851558
8796
Road-C
89.06
787379
8841
Road-D
119.28
1116103
9357
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.
-
-
-
Road-A
9.45
106662
11287
Road-C
4.05
45769
11301
Road-D
10.8
121608
11260
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
-
-
-
Road-A
225.57
43422
192.5
Road-C
94.17
18128
192.5
Road-D
167.56
32255
192.5
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
-
-
-
Road-A
234
10027
42.85
Road-C
99
4242
42.85
Road-D
146.16
6263
42.85
FOR CROSS DRAINAGE WORKS- PCC DRAIN
-
-
-
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.
-
-
-
Road-B
98.8
24356
246.52
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 BASE SLAB AND STEM WALL (Below Sill Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road-B
53.2
544555
10236
Vibrated Reinforced Cement Concrete M25 (Design Mix) using HBG graded metal 20mm and 12mm 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 for COVER SLAB as per MORT&H Vth Revision 1500, 1600, 1700, 2300
-
-
-
Road-B
8.8
103594
11772
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.
-
-
-
Road-B
0.74
70368
95609.27
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
47052997
GST 18% for above SubTotal Amount
1
8469539
8469539
Total in Figures (SubTotal + GST)
-
55522536
-
Evaluation Notes How It Works ?
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