National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date7 Feb 2020
Closing Date9 Mar 2020
Tender Amount₹ 5,12,45,000
Costs
EMD
₹ 2,67,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_HWAY_157240_1Bid Award Id
ViewTender No
TN No14/2019-20/SDO/Dt.03.02.2020Tender 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 up to 50 mm thick depth etc complete as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed for the work and including all other incidental charges etc., complete as per MORTH Specification.
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-
(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
6489.38
-
12.99
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
1873
-
12.99
Granular Sub-base with Graded Material (Table:-400-1)-Plant Mix Method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers of 200mm thick with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification for grading-V Material.
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-
-
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
225
-
1348.84
Providing and laying, spreading and compacting graded stone aggregates to Wet mix macadam specification including premixing the materials with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub base course on well prepared surface and compacting with Vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 406 of MORTH Rev-5.
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-
(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
4867.1
-
1649.36
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
1405.1
-
1635.89
Providing and laying Prime Coat over WMM surface using 7 Kgs of Emulsion Bitumen (SS I) for 10sqm for preparatory to another Bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5.
-
-
-
(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
19468.2
-
60.93
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
5620.1
-
60.94
Providing and laying Tack Coat over WMM surface (treated with primer) using 2.5kgs Bitumen Emulsion (RS I) for preparatory to another Bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5.
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-
-
(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
19468.2
-
11.74
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
5620.1
-
11.74
Providing and laying 50mm thick Consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm 0.430cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below IRC metal with 37 kg of VG30 bitumen for premixing per 10sqm including coat and conveyance of all materials to CMP site including heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 tones capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, paver finisher/ 9m paver finisher, Vibratory roller and all other Tools and plants required, including fuel and all other and incidental charges etc., complete as per Specification using CMP as per clause 504 of MORTH rev-5.
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-
(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
974.4
-
6018.82
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
281.83
-
6008.2
Providing and laying Bituminous concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, paver finisher/ 9m paver finisher, Vibratory roller and all other Tools and plants required, including fuel and all other and incidental charges etc., complete as per Specification using CMP as per clause 507 of MORTH rev-5.
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(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
584.1
-
7685.8
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
168.7
-
7678.03
Providing and laying of Carted earth including cost and conveyance of the same to work site with a lead of 5 Km including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading, etc., complete as directed by the departmental officers for Making up berms.
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-
-
(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
3422.1
-
140.93
Providing and laying of Carted earth including cost and conveyance of the same to work site with a lead of 6 Km including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading, etc., complete as directed by the departmental officers for Making up berms.
-
-
-
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
2605
-
151.13
Providing RCC M15 grade precast HM stone of stanard design as per IRC 26-1967 and fixing in position including painting and printing etc complete (as per MORTH & H specification no 804)
-
-
-
(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
21
-
256
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
5
-
256
Providing RCC M15 grade precast KM stone of stanard design as per IRC 8 - 1980 and fixing in position including painting and printing etc complete (as per MORTH & H specification no 804)
-
-
-
(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
5
-
906
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
1
-
906
Providing RCC M15 grade precast GUARD STONE of stanard design as per IRC 8 - 1980 and fixing in position including painting and printing etc complete (as per MORTH & H specification no 804)
-
-
-
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
130
-
1736
Direction and Place identification signs-Type-IV Providing and erecting direction and place identification Retro Refectorised signs made out of Cube corner Micro Prismatic Grade Sheeting confirming to Type IV standards to IRC 67-2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm with a clear hieght of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. the sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Micro Prismatic grade retro-reflectorised sheet shall consist of minimum co-efficient of Retro-reflection as per Table 6.9 of IRC 67-2012. The retro reflective sheeting shall be covered and under 10 year warranty issued for field performance and certified copy of 3 years outdoor exposure report shall be obtained as per IRC- 67-2012. (as per MORT&H specification 801) (For location of blackspot, curve, sharp bend, junction, ghat roads, and critical zone application)
(For sign having area upto 0.9 sqm)
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(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
4.32
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9057
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
2.16
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8777
Retro Reflectorised Traffic signs (Without definition board) Type-IV Providing and erecting of Retro Refectorised Retro Refectorised Cautionary, mandatory and informatory sign (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type IV standards to IRC 67-2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm with a clear hieght of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. the sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipments, 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-reflectorised sheet shall consist of minimum co-efficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered and under 7 year warranty issued for field performance and certified copy of 3 years outdoor exposure report shall be obtained as per IRC- 67-2012. (as per MORT&H specification 801)
90cm Equilateral Triangle
(90 cm Equilateral triangle)
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(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
16
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4048
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
8
-
4048
Providing and erecting single sided double guard metal Beam Crash Barrier System 1.80m high, comprising of 3mm thick wall "w" Beams posts and spacer channels shall be made cold roll forming using HD confirm to IS 5986 Fe 410 / 360 and dip galvanized having Zinc Mass of 550gms/sqm minimum 95mm above road / ground lavel fixed on ISMC serier channel vertical post 150x755x5mm spaced 2m center to center 312mmx83mm flange width x 3mm thick, 4318mm long post directely embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS 1367 clause 4.60 all complete as per technical specification as directed by the Engineer - in Charge.
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-
(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
178
-
5864
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
80
-
5864
Providing and laying of hot applied thermoplastic cmpound 2.5mm thick including reflectorising glass beeds at 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35, the finished surface to be level, uniform anf free from streaks and holes etc., complete.
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-
(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
1050
-
841
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
139.65
-
841
Providing and fixing Reflective road studs of category 'A' raised Pavement Markers made out of poly carbonate / ABS Moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values confirming to ASTM F 4280. The reflective raised pavement markers shall also confirm to MORTH circular No RW/NH 33023/10/ 97 DO III Dt:11.06.97 and the length, height and width of the shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in table 2 of said MORT &H Circular. The strength of detachment of the integrated Cylinderical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30 + /- 2mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on the road for the shanks to o inside, without nails and using epoxy resin based adhesive as per manufacture's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 kg tested in acordance with ASTM D 4280 and confirming to IRC 35-2015 guideliness and MORT&H specification 804 etc., Complete.
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-
-
(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
1020
-
414
(b) Upgradation of Palacodenagadasampatti Road to Biliyanur (via) Gowerichettipatti Km 0/0-1/365
200
-
414
Hazard Marker Traffic Signs - Type - IV
Providing and fixing of Retro Refectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type IV standards to IRC 67-2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm and 0.60m below ground level. The sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipments, 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-reflectorised sheet shall consist of minimum co-efficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered and under 7 year warranty issued for field performance and certified copy of 3 years outdoor exposure report shall be obtained as per IRC- 67-2012. (as per MORT&H specification 801)
-
-
-
(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
8
-
3342
Supply and fixing of R.C.C. GUIDE POSTS of size 1.2x0.2x0.2 m with reflective star stickers with tin M.S. Sheet with two side packing and top cover of 0.75 inches in R.C. 1:2:4 mix using 20mm HBG metal with 10mm dia bars as vertical with 8mm dia stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top Projection by Projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.
-
-
-
(a) Upgradation of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
200
-
942
Earthwork Excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including Cost of all labour, equipments and all incidental charges such as cofferdams, sheeting, shoring bracing and their subsequent removal, removal of logs, stumps,grubs,and other deleterious matter and obstructins, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALL, WELL PROTECTIVE WALL & DRAIN.
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-
(a.1) Construction of Retaining wall at Km 2/4, 3/4, 3/6, 3/10, 4/4, 5/0 of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
1080
-
73.1
(a.2) Construction of Concrete Drain at Km 2/0-3/0, 3/0-4/0, and 4/0-5/0 of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
952
-
73.1
(a.3) Construction of Well Protective wall at 2/6 of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
75
-
73.1
Vibrated Cement Concrete of Grade M-20, Nominal Mix, 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF RETAINING WALL.
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-
-
(a.1) Construction of Retaining wall at Km 2/4, 3/4, 3/6, 3/10, 4/4, 5/0 of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
246.3
-
5018
Vibrated Cement Concrete of Grade M-20, Nominal Mix, 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for STEM OF RETAINING WALL.
-
-
-
(a.1) Construction of Retaining wall at Km 2/4, 3/4, 3/6, 3/10, 4/4, 5/0 of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
799.2
-
6835.67
Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill in the retaining wall.
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-
-
(a.1) Construction of Retaining wall at Km 2/4, 3/4, 3/6, 3/10, 4/4, 5/0 of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
324
-
172.8
(a.3) Construction of Well Protective wall at 2/6 of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
22.8
-
172.8
Vibrated Cement Concrete of Grade M-20, Nominal Mix, 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for PCC PARAPET OVER RETAINING WALL.
-
-
-
(a.1) Construction of Retaining wall at Km 2/4, 3/4, 3/6, 3/10, 4/4, 5/0 of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
65.1
-
8110.14
Vibrated Cement Concrete of Grade M-15, Nominal Mix, 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for PCC PARAPET OVER WELL PROTECTIVE WALL.
-
-
-
(a.3) Construction of Well Protective wall at 2/6 of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
45
-
6441
Supply and Filling of gritty gravel including cost and conveyance of gravel 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 Retaining wall & Well Protective wall.
-
-
-
(a.1) Construction of Retaining wall at Km 2/4, 3/4, 3/6, 3/10, 4/4, 5/0 of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
1560.9
-
279.3
(a.3) Construction of Well Protective wall at 2/6 of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
19.14
-
279.3
Plain Cement Concrete of grade M15 using 40 mm ISS size HBG metal including Cost and Conveyance of all materials to site including cost of cement at site including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification etc., for Base Course of Well Protective wall.
-
-
-
(a.2) Construction of Concrete Drain at Km 2/0-3/0, 3/0-4/0, and 4/0-5/0 of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
578
-
4788.65
(a.3) Construction of Well Protective wall at 2/6 of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
6
-
4778
Vibrated Cement Concrete of grade M20 using 40 mm ISS size HBG metal including Cost and Conveyance of all materials to site including cost of cement at site including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification etc., for Drain and Well Protective wall.
-
-
-
(a.2) Construction of Concrete Drain at Km 2/0-3/0, 3/0-4/0, and 4/0-5/0 of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
688.5
-
5893
Providing and fixing Bituminous Felt expansion Joint in between Pavements as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc complete.
-
-
-
(a.2) Construction of Concrete Drain at Km 2/0-3/0, 3/0-4/0, and 4/0-5/0 of Seriyampatti to Sakkilnatam Road Km 0/0-5/250
204
-
65
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab.
-
-
-
(a.2) Construction of Hard bed at Km 1/4 of Seriyampatti to Sakkilnatam Road
509.95
-
544.73
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)
-
-
-
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