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 Date18 Oct 2024
Closing Soon5 Nov 2024
Tender Amount₹ 5,59,40,000
Costs
EMD
₹ 2,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_492824_6Tender No
TN.No.20/2024-25/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
3408
6
21947.52
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
3288.58
21
71822.59
Road-B
2398.88
21
52391.54
Road-C
1839.99
21
40185.38
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-C
3.55
2481
8808.3
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
2478.44
2504
6207748.67
Road-B
1740.15
2504
4358553.71
Road-C
1384.68
2504
3468208
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
9913.74
80
802021.57
Road-B
7250.63
80
586575.97
Road-C
5538.73
80
448138.64
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
9913.74
18
183800.74
Road-B
7250.63
18
134426.68
Road-C
5538.73
18
102688.05
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
-
-
-
Road-A
660
20
13833.6
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
528.69
8625
4560194.45
Road-B
362.53
8625
3126988.01
Road-C
276.96
8625
2388907.4
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
317.21
10773
3417335.05
Road-B
217.52
10773
2343364.71
Road-C
166.14
10773
1789842.83
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
2476.15
364
903497.61
Road-B
2230.59
364
813897.68
Road-C
1768.8
364
645399.74
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
2
2197
4394
Road-B
1
2197
2197
Road-C
1
2197
2197
Supply and fixing of Hectometre 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
11
574
6321.15
Road-B
8
574
4597.2
Road-C
6
574
3447.9
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
11805
25498.8
Road-B
2.16
11805
25498.8
Road-C
2.16
11805
25498.8
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
5.56
283
1574.26
Road-C
33.46
283
9473.86
Dismantaling the RCC Pipes and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as per direction of Engineer incharge.
-
-
-
Road-A
22.5
100
2250
Road-C
15
100
1500
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
96.41
246
23766.99
Road-C
173.02
246
42652.89
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
7.92
6693
53008.56
Road-C
8.44
6742
56902.48
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
23.94
8175
195709.5
Road-C
68.64
8398
576438.72
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
55.62
11539
641799.18
Road-C
55.7
12397
690512.9
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
33.69
9582
322817.58
Road-C
66.38
10297
683514.86
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
1.73
11374
19677.02
Road-C
1.9
11804
22427.6
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
3.55
95609
339604.13
Road-C
3.84
95609
367522.03
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
28.8
771
22222.37
Road-C
31.5
773
24349.5
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
29.75
334
9948.7
Road-C
24.34
334
8139.54
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
117.5
364
42873.4
Road-C
240
364
87571.2
FOR RECONSTRUCTION OF SINGLE ROW PIPE 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
49.92
283
14134.35
Dismantaling the RCC Pipes and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as per direction of Engineer incharge.
-
-
-
Road A
60
100
6000
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
187.2
246
46148.54
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 Body Wall (Below Sill Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road A
76.8
8644
663859.2
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
118.86
10519
1250288.34
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
7.2
11810
85032
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
-
-
-
Road A
60
4543
272580
Filling the trench with Carted earth 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
-
-
-
Road A
45.14
334
15095.27
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
324
246
79872.48
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
243.2
7838
1906201.6
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
218.7
9528
2083773.6
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
2.73
15022
41010.06
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
211.95
192
40800.38
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 for box cut portion as per MORTH Vth Rev., 305 & 2907
-
-
-
Road-A
333.8
42
14303.33
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
47401953
-
GST 18% for above SubTotal Amount
1
8532351
8532351.63
Total in Figures (SubTotal + GST)
-
-
55934305.14
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