National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date29 Oct 2019
Closing Date28 Nov 2019
Tender Amount₹ 5,94,16,944
Costs
EMD
₹ 3,09,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
(package No.11) Ariyalur (h) Nabard And Rural Roads Sub Division
Description
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Contact
Tender Id
2019_HWAY_142334_8Bid Award Id
ViewTender No
TN.No.20 / 2019-20 / 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
Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer.
-
-
-
Road - A
6012.5
-
12.99
Road - B
5034.38
-
12.99
Road - C
1012.5
-
12.99
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 MORT&H
111, 112, 401, 900
-
-
-
Road - C
891
-
1658.96
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 MORT&H
111, 112, 401, 900
-
-
-
Road - C
891
-
1571.71
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. MORT&H
111, 112, 406, 900
-
-
-
Road - A
4509.38
-
1835.99
Road - B
3775.78
-
1773.58
Road - C
1485
-
1715.71
Providing and laying of Prime coat using Emulsion bitumen (SS1 Type) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it. MORT&H 111, 112, 501, 502, 900
-
-
-
Road - A
18037.5
-
62.33
Road - B
15103.13
-
62.33
Road - C
5940
-
62.36
Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 2.50 Kg./ 10 Sqm. over the Primed surface preparatory to another bituminous construction over it. MORT&H 111, 112, 501, 503, 900
-
-
-
Road - A
18037.5
-
12.3
Road - B
15103.13
-
12.3
Road - C
5940
-
12.31
Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 2.00 Kg./ 10 Sqm. over the BT surface preparatory to another bituminous construction over it. MORT&H 111, 112, 501, 503, 900
-
-
-
Road - A
225
-
17.09
Road - B
107.5
-
17.09
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 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. MORT& H 111, 112, 501, 504, 900
-
-
-
Road - A
913.13
-
6538.66
Road - B
760.53
-
6469.42
Road - C
297
-
6406.76
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. MORT & H 111, 112, 501 507 900
-
-
-
Road - A
547.88
-
8299.15
Road - B
456.32
-
8367.1
Road - C
178.2
-
8304.8
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 formation with an average lead of 10 Km. for approach road MORT&H
111, 112, 202, 301, 302, 303, 305, 900
-
-
-
Road - A
3158.1
-
141.09
Road - B
2235.24
-
141.09
Road - C
1530.9
-
141.09
Providing and fixing of retro reflectorised Hazard marker traffic sign made out of High intensity Prismatic Grade sheeting conforming to Type IV standards of IRC-67:2012 and ASTM D 4956 - 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75mmx75mmx6mm and 0.60m below ground level.The sign post shoulde be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm size including cost and conveyance of all materials,equipment,machinery and labour 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 coefficient of Retro reflection as per table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year 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).
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-
-
Road - C
3
-
6276
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 specification No.804
-
-
-
Road - C
1
-
906
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 specification No.804
-
-
-
Road - C
4
-
256
RECONSTRUCTION OF BOX CULVERT at Km. 0/4 of Road C
-
-
-
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits dismantling Cement Concrete as per MORTH No.111 ,112 & 202
-
-
-
Road - C
2.4
-
289
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits dismantling Reinforced Cement Concrete as per MORTH No.111 ,112 & 202
-
-
-
Road - C
2.3
-
4390
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 and 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 MORT H V Revision 304
-
-
-
Road - C
168.8
-
146.2
Filling with quarry dust including cost and conveyance to work site, laying, handling charges for filling in layers in foundation from approved sources as per standard specifications and as directed by the departmental officers etc., complete.
-
-
-
Road - C
5.8
-
436
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) 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 as per relevant specification for BASE COURSE BELOW BOX PORTION & CUT OFF WALLS (Below Sill level). as per MORTH V 1000, 1500, 1700, 2100.
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-
-
Road - C
55.4
-
5336
Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M-Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete FOR BASE SLAB, STEM AND TOP SLAB OF BOX CULVERT as per MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for Box culvert
-
-
-
Road - C
27.3
-
9528
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) 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 as per relevant specification for PARAPET OVER BOX CULVERT (Above sill level). as per MORTH V 1000, 1500, 1700, 2100.
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-
-
Road - C
26.5
-
7316
Supply and fabrication of steel Fe 500 required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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. - MORTH Vth Rev., 1000, 1500, 1600 & 900
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-
-
Road - C
2.9
-
69850
Vibrated cement concrete M30 (Design mix) using 25mm, 12mm and 6mm ISS sized hard granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete for WEARING COAT 75MM uniform thickness as per MORTH Vth Rev., 1000, 1500, 1700, 2702, 2704 & 900
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-
-
Road - C
24
-
585.95
Formation of Embankment with carted earth of 5 Kms, average lead from quarrying place and compaction by power roller (97% compaction) including cost and conveyance of the earth to work site, including all labour charges for laying, spreading etc.,, complete as per MORTH V Revision 304
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-
-
Road - C
437.5
-
90.09
CONSTRUCTION OF PIPE CULVERT at Km. 0/2 of Road C
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-
-
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits dismantling RR Masonry as per MORTH No.111 ,112 & 202
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-
-
Road - B
16.27
-
168
Dismantaling the Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc complete as per MORTH V Revision 111,112,202
-
-
-
Road - C
7.04
-
289
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 and 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 MORT H V Revision 304
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-
-
Road - B
36.15
-
146.2
Road - C
49.32
-
146.2
Providing filling with M sand in foundation from approved sources as per standard specifications and as directed by the departmental officers etc., complete.
-
-
-
Road - B
1.34
-
1745.95
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) 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 as per relevant specification for FOUNDATION OF BODY WALL & CULVERT (Below Sill level). as per MORTH V 1000, 1500, 1700, 2100.
-
-
-
Road - B
2.69
-
5348
Road - C
9.54
-
5291
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) 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 as per relevant specification for BODY WALL OF CULVERT (Above sill level). as per MORTH V 1000, 1500, 1700, 2100.
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-
-
Road - B
25.44
-
7342
Road - C
14.05
-
7292
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 Revision 2900.
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-
-
Road - B
10
-
3897
Road - C
13
-
3897
Filling with Quarry dust 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 as per MORTH V Revision 304
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-
-
Road - B
18.03
-
462.44
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 38 on prepared sub-grade in accordance with the requirements of the specification for filling between and arround pipes as per MORT&H Vth Revision 111, 112, 406, 900.
-
-
-
Road - B
3.82
-
1583.32
Filling the trench with carted earth of 1 Km lead 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 V Revision 304
-
-
-
Road - C
17.31
-
108.8
CONSTRUCTOIN OF RETAINING WALL at Km 0/8 & 1/10 of Road A
-
-
-
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 and 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 MORT H V Revision 304
-
-
-
Road - A
484
-
146.2
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) 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 as per relevant specification for RETAINING WALL (Below Sill level) as per MORTH V 1000, 1500, 1700, 2100.
-
-
-
Road - A
369
-
5856.38
Vibrated cement concrete M15 Grade Nominal mix (1:2:4) 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 as per relevant specification for STEM OF RETAINING WALL (Above Sill level) as per MORTH V 1000, 1500, 1700, 2100.
-
-
-
Road - A
274
-
7551.63
Providing and fixing 110mm 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 MORTH V 2700
-
-
-
Road - A
298
-
172.8
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 as per MORTH Vth Rev., 305 & 2907 between Retaining wall and road
-
-
-
Road - A
779
-
25.5
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
-
-
GST 12% for above SubTotal Amount
1
-
-
Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
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