National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date13 Jan 2020
Closing Date4 Feb 2020
Tender Amount₹ 5,07,80,000
Costs
EMD
₹ 2,64,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_HWAY_153450_2Bid Award Id
ViewTender No
TN.No.34 / 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
Road - C
6480
-
3.9
Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer as per MORTH V Revision 111, 112, 202, 305.4.3, 501
-
-
-
Road - A
4760.42
-
12.99
Road - B
3028.13
-
12.99
Road - C
4510.42
-
12.99
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 MORTH V Revision 111, 112, 401, 900
-
-
-
Road - A
1181.25
-
1481.39
Road - B
562.5
-
1602.76
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 MORTH V Revision 111, 112, 406, 900
-
-
-
Road - A
3570.32
-
1704.21
Road - B
2271.1
-
1738.74
Road - C
3382.82
-
1738.74
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 as per MORTH V Revision 111, 112, 501, 502, 900
-
-
-
Road - A
14281.25
-
62.39
Road - B
9084.38
-
62.43
Road - C
13531.25
-
62.43
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 as per MORTH V Revision 111, 112, 501, 502, 900
-
-
-
Road - A
14281.25
-
12.32
Road - B
9084.38
-
12.34
Road - C
13531.25
-
12.33
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 as per MORTH Vth Revision 111, 112, 501, 504, 900.
-
-
-
Road - A
714.07
-
6397.8
Road - B
454.2
-
6438.64
Road - C
676.57
-
6438.64
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 as per MORTH V Revision 111, 112, 507, 900.
-
-
-
Road - A
428.44
-
8298.38
Road - B
272.53
-
8341.28
Road - C
405.94
-
8341.28
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 berms as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
-
-
-
Road - A
3492
-
141.09
Road - B
2145.6
-
141.09
Road - C
3564
-
141.09
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 as per MORT & H Vth Revision No.804
-
-
-
Road - A
3
-
906
Road - B
2
-
906
Road - C
3
-
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 as per MORT & H Vth Revision No.804
-
-
-
Road - A
16
-
256
Road - B
10
-
256
Road - C
15
-
256
RECONSTRUCTION OF BOX CULVERT At Km. 2/5 of Road C
-
-
-
Dismantling the existing Random Rubble Masonry in Cement Mortar in the existing causeways /bridge and clearing stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete as per MORTH V Revision 111,112,202.
-
-
-
Road - C
9.4
-
168
Dismantling the existing RCC slab and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete as per MORTH V Revision 111,112,202.
-
-
-
Road - C
12
-
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 Vth Revision 304.
-
-
-
Road - C
30.53
-
146.2
Providing filling with M sand (Crushed Stone Sand) in foundation from approved sources as per standard specifications and as directed by the departmental officers etc., complete.
-
-
-
Road - C
1.66
-
1633.15
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 (Below Sill level) as per MORT & H
Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road - C
6.74
-
5241
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 (Below Sill level).
-
-
-
Road - C
7.64
-
6532
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 BOX CULVERT (Above Sill level) as per MORT & H Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road - C
7.96
-
7106
Vibrated Reinforced Cement Concrete M25 (Design Mix) using HBG graded metal 20mm and 12mm below 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 BOX CULVERT (Below Sill level) as per MORT & H Vth Revision 1000, 1500, 1700, 2100.
-
-
-
Road - C
16.15
-
9368
Supply and fabrication of Steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars 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 MORT&H Vth Revision 1000, 1600
-
-
-
Road - C
1.32
-
69849.37
VVibrated 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 over deck slab and approach slab MORT&H 1000, 1500, 1600, 1700, 2200.
-
-
-
Road - C
10.56
-
588.2
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 MORT&H Vth Revisoin 2700.
-
-
-
Road - C
8
-
172.8
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 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
121.03
-
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 FOUNDATION OF RETAINING WALL as per MORT&H Vth Revision 1000, 1500, 1700, 2100
-
-
-
Road - C
27.93
-
5251
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 as per MORT&H Vth Revision 1000, 1500, 1700, 2100
-
-
-
Road - C
93.48
-
7116
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 MORT&H Vth Revisoin 2700.
-
-
-
Road - C
20
-
172.8
FORMATION DIVERSION ROAD -C
-
-
-
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 of diversion road as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900.
-
-
-
Road - C
149
-
141.09
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 Revisoin 2900..
-
-
-
Road - C
8
-
3897
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
23
-
1580.76
Providing and laying, spreading and compacting graded stone aggreegate to Wet mix macadam specification including pre-mixing the materials with water at OMC in base mix plant (pug mill ) carriage of mixed materials 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 s per MORT&H Vth Revision 111, 112, 406, 900
-
-
-
Road - C
23
-
1738.74
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
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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