National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date5 Dec 2019
Closing Date31 Dec 2019
Tender Amount₹ 2,79,57,472
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HWAY_149489_1Bid Award Id
ViewTender No
TN.No.32 / 2019-20 / SDO-NGM-NRRTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Providing Reinforced Cement Concrete cast-in-situ bored piles of 1000 mm diameter in RCC using M35 (Design mix) using 20mm & 12mm ISS HBG Metal with minimum cement content of 400 Kg/cum maximum water cement ration of 0.4 and slump of 150-200 mm by tremie concreting including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing in position before concreting seting up of piling equipment, shifting the same from onelocation to another pile location , dismantling and including all labour for boring through all soils , leading the excavated earth to a distance 200m including forming of working platform, mixing concrete, filling in position by tremie pipe, cutting of pile head to cutt off level for casting pile cap including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW ABUTMENTS & WINGS as per MORT&H Vth Revision 1000, 1100, 1600, 1107
398
-
11997
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 LEVELLING COURSE BELOW PILE CAP UNDER ABUTMENT AND PIERS as per MORT&H 1000, 1500, 1700.
11
-
5327
Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 12mm 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 for PILE CAPS UNDER ABUTMENTS, RETURN WALLS AND PIERS as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2300, 1114
169
-
7761
Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 12mm 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 for ABUTMENTS AND RETURN WALLS SUBSTRUCTURE as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2300
106
-
9372
Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 12mm 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 for BED BLOCK cum DIRT WALL OVER ABUTMENTS as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2200, 2300
15
-
10704
Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 12mm 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 for PIER OF 1500mm diameter as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2204
5
-
11208
Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 12mm 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 for CAPPING BEAM OVER PIER as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2200
16
-
9627
Supplying and fixing Elastomeric bearing of size 500x250x64mm including cost and conveyance charges etc., to work site labour for fixing of bearing in position and all other incidental charges complete as per MORT&H Vth Revision 2005
96000
-
1.5
Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 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 for T-BEAMS & CROSS BEAMS as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2200, 2300
58
-
17254
Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 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 for DECK SLAB, KERB & SAFETY KERP as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2200, 2300
96
-
11497
Vibrated Reinforced Cement Concrete M-40 (Design mix) using 20mm and below ISS size HBG graded metal including cost and conveyance of all materials to site but excluding cost and conveyance and fabrication of steel including cost and labour charges for form work, labour charges for laying, compacting, curing, including all incidental charges etc., complete for CRASH BARRIER. as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2700, 2703.3
20
-
11671
PROVIDING AND FIXING OF GALVINISED IRON DRAINAGE SPOUTS OF 100mm dia as per G.O.I drawing No.SD/205 with gratting arrangements at top as shown in the drawing using 12mm X 25mm flats for gratting arrangements and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of the deck slab including cost and conveyance of all materials to site and fixing them in position as directed by the departmental officers etc., complete for as per MORT&H Vth Revision 2705
12
-
2100
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 RETURN WALLS as per MORT & H Vth Revision 1000, 1500, 1600, 1700, 2300
6
-
8841
Supply and installation of STRIP SEAL EXPANSION joint system conforming in the 40mm wide expansion gap provided in between decks and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MORT&H specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications as per MORT & H Vth Revision 2600, 2607.
30
-
11800
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 APPROACH SLAB & APPROACH RAMP as per MORT & H Vth Revision 1000, 1500, 1700, 2100
14
-
5765
Vibrated Reinforced Cement Concrete M30 (Design mix) using HBG graded metal 20mm and 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 for APPROACH SLAB as per MORT & H Vth Revision 1000, 1500, 1600, 1700, 2704
19
-
7508
Vibrated Reinforced Cement Concrete M30 (Design mix) using HBG graded of size metal 25mm, 11.20mm & 6mm IRC 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 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 and approach slab as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2702.2
286
-
585.7
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 Revision 2700, 2706
90
-
172.8
Providing filter media behind the abutments and wings using 53mm - 5.60mm metal to 600 mm thick and well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges in accordance with the technical specification and as directed by the departmental officers etc., complete. as per MORT&H Vth Revision 2504
78
-
1709
Filling behind Abutments and Wings with clean 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 as per MORT&H Vth Revision 2907
154
-
925
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 including suitable anticorrosive treatment etc., complete as per MORT&H Vth Revision 1000, 1600
82
-
73850
Supply and fabrication of Steel Grade Fe- 240 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 including suitable anticorrosive treatment etc., complete as per MORT&H Vth Revision 1000, 1600
2
-
73850
Supply and fixing of High quality of PVC Duct pipes of 160 mm dia 4 Kg/cm2 including cost and conveyance of pipes to the sie and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges complete for providing utility services in footpaths.
229
-
357
CONSTRUCTION OF PCC 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 OF RETAINING WALL as per MORT&H Vth Revision 304
105
-
147
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 for FOOTINGS OF RETAINING WALL as per MORT&H Vth Revision 1000, 1500, 1700, 2100
26.25
-
5327
Vibrated Reinforced Cement Concrete M25 (Design Mix 1:1.5:3) using HBG graded metal 20mm and 12mm below ISS size including cost and conveyance of all materials to work site, including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for RETAINING WALL (Below Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100
57.8
-
6920
Vibrated Reinforced Cement Concrete M25 (Design Mix 1:1.5:3) using HBG graded metal 20mm and 12mm below ISS size including cost and conveyance of all materials to work site, including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for RETAINING WALL (Above Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100
123.71
-
7697.5
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 Revision 2700
20
-
172.8
Refilling the excavated earth complying with the standard specification for filling in the foundation trench including labour charges etc., complete as per MORT&H Vth Revision 2904, 2907.
156
-
25.5
DISMANTLING THE EXISTING HARD BED
-
-
-
Dismantaling the Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. as per MORT&H Vth Revision MORT & H 111, 112, 202.
682
-
289
Dismantling the existing Reinforced Cement Concrete Structure (existing causeway) and removal and disposing of resulting materials and back filling the resulting trenches and pits etc as per MORT&H Vth Revision MORT & H 111, 112, 202. .
206
-
4390
FORMATION OF APPROACH ROAD
-
-
-
Providing laying and compacting well graded material on prepared sub–grade in accordance with the requirement of the specification. The material shall be laid in one or more layers as sub-base or lower-base and upper-base as necessary according to lines, grades and cross sections as shown in the drawings or as directed by the Engineer as per MORT&H Vth Revision 111, 112, 305, 900
650.33
-
919.22
Picking the existing BT surface upto 50mm depth leveling and sectioning in accordance with specifications and as directed by the Engineer as per MORT&H Vth Revision 501
236.06
-
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 MORT&H Vth Revision 111, 112, 401, 900
136.64
-
2166.46
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. as per MORT&H Vth Revision 111, 112, 406, 900
170.82
-
2395.01
Providing and laying of Prime coat using Emulsion bitumen 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
738.18
-
59.13
Providing and laying of tack coat using Emulsion bitumen at the rate of 2.50 /10Sqm over the Prime coat surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900
738.18
-
11.26
Providing and laying Dense Bituminous Macadam which shall consist of construction in a single course of 60mm thick base / binder course conforming to the specification on a previously prepared base using 60/70 Grade bitumen using approved CMP and paver finisher as per MORTH Vth Revision 111, 112, 501, 505, 900
36.92
-
7803.9
Providing and laying 30mm 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 using approved CMP and paver finisher. as per MORT&H Vth Revision 111, 112, 501, 507, 509
22.16
-
8306.98
FORMATION OF DIVERSION ROAD
-
-
-
Collection and supply of carted earth with an average lead of 5 KM 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 with 97% compaction for formation of embankment as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
1575
-
191.74
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
50.63
-
2166.46
Providing and laying, spreading and compacting graded stone aggregates to crusher run macadam specification including premixing the materials with water at OMC carriage of mixed materials by tipper to site laying in uniform layers in sub base / base course on well prepared surface a and compacting with vibratory roller to achieve the desired density as per MORT&H Vth Revision 111, 112, 406, 900
50.63
-
2299.01
Providing and laying of Prime coat using Emulsion bitumen at the rate of 9Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502, 900
337.5
-
68.15
Providing and laying of tack coat using Emulsion bitumen at the rate of 2.50 /10Sqm over the Prime coat surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900
337.5
-
11.26
Providing laying and rolling close graded premix carpet 20mm thick with a liquid seal coat Type’A’ which shall consist of close graded carpet of 20mm thickness in a single course composed of suitable small sized aggregates premixed with bituminous binder with a application of liquid seal coat for sealing the voids in a bituminous surface conforming to the specifications using 60/70 Bulk Bitumen as per MORT&H Vth Revision 111,112, 501, 508, 509, 900
337.5
-
152.97
Supplying fixing and hoisting of NP3 Class 1000mm inner 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 for as per MORT&H Vth Revision 2900
100
-
3897
CONSTRUCTION OF PROTECTIVE COFFER DAMS
-
-
-
Providing and construction of coffer dam for protective foundation including cost and conveyance of sand and empty bag including all labour charges for filling gunny bag, tread, needle stiching charges and labour charges for position the site etc., complete as per MORT&H Vth Revision 311
960
-
1184
DEWATERING
-
-
-
Providing and errection of pums for dewatering the stagnated water in the location including rent for pumps inclusive of all labour and machinery charges etc., complete and as directed by the Engineer in charge as per MORT&H Vth Revision 311
621
-
774
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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