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 Date17 Oct 2024
Closing Date5 Nov 2024
Tender Amount₹ 6,20,80,000
Costs
EMD
₹ 3,21,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_492808_1Bid Award Id
ViewTender No
TN.No.17/2024-25/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
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Road C
4080
6
26275.2
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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 B
1369.46
21
29909.01
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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
1239.55
2169
2689439.24
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Road B
262.5
2209
579938.63
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Road C
642.15
2222
1427171.95
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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
2515.46
2277
5730066.95
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Road B
1684.85
2277
3837987.21
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Road C
1662.57
2277
3787234.71
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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
10061.86
80
812998.29
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Road B
6739.37
80
544473.7
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Road C
6650.26
80
537607.02
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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
10061.86
18
186144.41
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Road B
6739.37
18
124678.35
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Road C
6650.26
18
123096.31
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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
503.1
8366
4209125.78
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Road B
336.97
8366
2819219.07
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Road C
332.52
8366
2781988.68
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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
301.85
10506
3171477.58
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Road B
202.18
10506
2124264.82
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Road C
199.5
10506
2096106.6
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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
4063.51
238
967237.29
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Road B
2410.39
238
573745.13
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Road C
2538.03
238
604127.28
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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.
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-
-
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Road A
2
2197
4394
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Road B
1
2197
2197
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Road C
1
2197
2197
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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.
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-
-
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Road A
11
574
6321.15
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Road B
7
574
4022.55
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Road C
7
574
4022.55
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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
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-
-
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Road-A
2.16
11805
25499
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Road-B
2.16
11805
25499
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Road-C
2.16
11805
25499
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FOR CROSS DRAINAGE WORKS- BOX CULVERT
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-
-
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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
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-
-
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Road A
52.01
283
14726.11
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Road B
26.65
283
7545.68
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Road C
10.51
283
2975.8
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Dismantaling the existing RCC slab over culverts 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
9.6
4308
41363.52
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Road B
3.6
4308
15511.32
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Dismantaling the existing cut stone slab over culverts 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 C
14.25
512
7309.97
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Dismantling the existing RCC Pipes 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.
-
-
-
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Road A
67.5
100
6750
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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.
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-
-
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Road-A
44.06
123
5431
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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
641.45
246
158130.25
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Road B
140.12
246
34542.38
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Road C
66.92
246
16497.12
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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 LEVELLING COURSE BELOW BOX CULVERT as per MORTH Vth Revision 1000, 1500, 1700, 2100.
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-
-
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Road A
49.29
6446
317723.34
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Road B
9.32
6473
60328.36
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Road C
4.97
6495
32280.15
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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
166.14
8689
1443590.46
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Road B
23.94
7952
190370.88
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Road C
15.84
8364
132488.93
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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
281.59
11634
3276018.06
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Road B
65.54
11302
740733.08
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Road C
32.51
12141
394703.91
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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
149.56
9772
1461500.32
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Road B
33.69
9367
315574.23
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Road C
16.35
10205
166851.75
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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
9.66
11252
108694.32
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Road B
1.73
11154
19296.42
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Road C
0.95
11555
10977.25
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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
18.97
95609
1813994.68
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Road B
4.17
95609
398690.66
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Road C
2.28
95609
217989.14
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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
160.8
752
121064.71
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Road B
34.94
754
26376.21
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Road C
19.11
754
14410.28
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Granite rough stone dry packing for Launching Apron the specified thickness for apron using good size granite rough stone with proper wedging with quarry spalls including cost and conveyance of all materials to worksite and stacking the same to departmental gauge for premeasurement including labour charges for placing the stones in correct position and all incidental charges etc., complete as per MORT&H Vth Revision 2500
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-
-
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Road A
19.12
2309
44152.67
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Grouting the aprons to 225mm deep with CC 1:2:4 using 20mm metal and pointing with CM 1:2 including cost and conveance of all materials to work site including cost and conveyance of cement to site including labour charges for mixing, transporting, laying and curing concrete working at heights, hire charges for tools and plants, including all other incidental charges etc., complete as per standard specification for GROUTING THE RIGID APRONS as per MORTH Vth Revision 2500
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-
-
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Road A
63.7
718
45792.02
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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 Portion as per MORTH V Revision 304
-
-
-
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Road A
106.96
225
24072.42
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Road B
38.69
225
8707.57
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Road C
15.68
225
3528.94
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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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Road A
1106
238
263261.18
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Road B
177.5
238
42250.33
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Road C
120
238
28563.6
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FOR RECONSTRUCTION OF PIPE CULVERT
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-
-
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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.
-
-
-
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Road B
7.5
100
750
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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
33.62
246
8288
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Road C
33.62
246
8288
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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 of Body Wall (Below Sill Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.
-
-
-
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Road B
13.59
7908
107469.72
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Road C
13.59
7930
107768.7
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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
14.26
10432
148760.32
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Road C
14.26
10454
149074.04
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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
0.81
11719
9492.39
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Road C
0.81
8384
6791.04
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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 B
7.5
4543
34072.5
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Road C
7.5
4543
34072.5
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Filling the trench with excavated 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
-
-
-
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Road B
10.17
42
435.79
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Road C
10.17
42
435.79
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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
52600893
-
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GST 18% for above SubTotal Amount
1
9468160
9468160.75
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Total in Figures (SubTotal + GST)
-
-
62069053.78
Evaluation Notes How It Works ?
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