National Bank For Agriculture And Rural Development Tender
... More
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Jan 2023
Closing Date25 Jan 2023
Tender Amount₹ 1,98,75,000
Costs
EMD
₹ 1,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HWAY_281831_1Bid Award Id
ViewTender No
TN.No.34 /2022-2023 / SDO/ Dated.31.12.2022Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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iii) Construction of Paver Block.
30
4462
148.75
... More
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 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.
83.9
326272
3888.82
... More
iii) Construction of Paver Block.
30
116664
3888.82
... More
iv) Construction of Single row Pipe Culvert at Km 0/4, 0/8 & 1/0.
1.7
6610
3888.82
... More
v) Construction of Two row Pipe Culvert at Km 0/6.
1.4
5444
3888.82
... More
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam of required thickness 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/ 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 111, 112, 406 & 900 of MORTH Rev-5.
725.7
3114987
4292.39
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iii) Construction of Paver Block.
200
858478
4292.39
... More
Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm 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 111, 112, 501, 502 & 900 of MORTH Rev-5.
2902.5
266565
91.84
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Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 111, 112, 501, 503 & 900 of MORTH Rev-5.
2902.5
56801
19.57
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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 kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30 ton 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 8-10 tonne 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, Vibratory roller and all other tools and plants required, including all other and incidental charges etc., complete as per specification using CMP as per clause 111, 112, 501, 504 & 900 of MORTH Rev-5.
145.2
1633868
11252.54
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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 2.36mm 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 ton 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, Vibratory roller and all other tools and plants required, including all other and incidental charges etc., complete as per specification using CMP as per clause 111, 112, 501, 507 & 900 of MORTH Rev-5.
87.1
1222250
14032.73
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Providing and laying earth for making up berms using Carted earth with a lead of 3 Km including Labour charges for spreading, hire and fuel charges for all T & P employed etc., complete as directed by the departmental officers as per clause 111, 112, 202, 301, 302, 303, 305 & 900 of MORT&H Specification (Fifth Revision).
571
160793
281.6
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Providing RCC M15 grade precast HM stone of standard design as per IRC 26 -1967 and fixing in position including painting and printing etc., complete (as per MORTH & H specification no 804).
4
1024
256
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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 baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification as per clause 111, 112 & 304 of MORT&H V Revision for FOUNDATION OF RETAINING WALL, SINGLE ROW PIPE CULVERT AND TWO ROW PIPE CULVERT.
-
-
-
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i) Construction of Retaining wall.
135.2
40222
297.5
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iv) Construction of Single row Pipe Culvert at Km 0/4, 0/8 & 1/0.
147
43732
297.5
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v) Construction of Two row Pipe Culvert at Km 0/6.
64.8
19278
297.5
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Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for FOOTING OF RETAINING WALL, CONCRETE DRAIN, SINGLE ROW PIPE CULVERT AND TWO ROW PIPE CULVERT. (BELOW SILL).
-
-
-
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i) Construction of Retaining wall.
32.7
289752
8860.94
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ii) Construction of Surface Drain (Road Cum Drain).
35.9
318107
8860.94
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iv) Construction of Single row Pipe Culvert at Km 0/4, 0/8 & 1/0.
15
132914
8860.94
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v) Construction of Two row Pipe Culvert at Km 0/6.
5.1
45190
8860.94
... More
Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for STEM OF RETAINING WALL. (BELOW SILL).
-
-
-
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i) Construction of Retaining wall.
55.5
617077
11118.51
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Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for STEM OF RETAINING WALL, CONCRETE DRAIN, BODY WALL OF SINGLE ROW PIPE CULVERT AND TWO ROW PIPE CULVERT. (ABOVE SILL).
-
-
-
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i) Construction of Retaining wall.
37.5
471508
12573.55
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ii) Construction of Surface Drain (Road Cum Drain).
166.5
2093496
12573.55
... More
iv) Construction of Single row Pipe Culvert at Km 0/4, 0/8 & 1/0.
50.4
633706
12573.55
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v) Construction of Two row Pipe Culvert at Km 0/6.
14.8
186088
12573.55
... More
Vibrated Cement Concrete M15 grade Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at sitel 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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) FOR PARAPET OF RETAINING WALL, SINGLE ROW PIPE CULVERT AND TWO ROW PIPE CULVERT.
-
-
-
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i) Construction of Retaining wall.
5.3
74052
13972.23
... More
iv) Construction of Single row Pipe Culvert at Km 0/4, 0/8 & 1/0.
3.7
51697
13972.23
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v) Construction of Two row Pipe Culvert at Km 0/6.
1.3
18163
13972.23
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Refilling the excavated earth including conveyance of all materials to work site, including labour charges for filling in layers compacting by power roller under optimum moisture content to get maximum density of layers including all incidental charges etc, complete for forming embankment as per clause 305, 2907 of MORT&H Specification (Fifth Revision) FOR RETAINING WALL. (Labour Charges only).
-
-
-
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i) Construction of Retaining wall.
108.9
6702
61.55
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Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied lengths including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc., complete as per clause 2700 of MORT&H Specification (Fifth Revision) to drain of the backfill in between the RETAINING WALL.
-
-
-
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i) Construction of Retaining wall.
23.71
4208
177.5
... More
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 baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification as per clause 111, 112 & 304 of MORT&H V Revision for FOUNDATION EARTHWORK FOR CONCRETE DRAIN.
-
-
-
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ii) Construction of Surface Drain (Road Cum Drain).
61.9
9207
148.75
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Plain Cement concrete grade M15 Nominal Mix, using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for BASE COURSE OF DRAIN.
-
-
-
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ii) Construction of Surface Drain (Road Cum Drain).
123.7
1070543
8654.35
... More
Plain Cement concrete grade M20 Nominal Mix, using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for WEARING COAT OF DRAIN.
-
-
-
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ii) Construction of Surface Drain (Road Cum Drain).
61.9
577574
9330.76
... More
Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and 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 baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification as per clause 111, 112 & 304 of MORT&H V Revision for KERB WALL OF DRAIN AND PAVER BLOCK.
-
-
-
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ii) Construction of Surface Drain (Road Cum Drain).
82.5
12271
148.75
... More
iii) Construction of Paver Block.
12
1785
148.75
... More
Vibrated Cement concrete grade M20 Nominal Mix, using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for KERB WALL OF PAVER BLOCK.
-
-
-
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iii) Construction of Paver Block.
48
769725
16035.95
... More
Sand filling using M sand including cost and conveyance including labour charges for filling inlayers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete for PAVER BLOCK.
-
-
-
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iii) Construction of Paver Block.
32
98653
3082.92
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Supplying and laying wet mix vibro compacted M 30 grade heavy duty road paver interlocking blocks with super embedded and skid texture design the international standard with zig lag design for higher interlocking capacity rate illusive of cost of materials transportation to the side from the factory including all labour charges for laying shifting compacting with power libratory and all taxes etc., complete as per standard specification FOR PAVER BLOCK.
-
-
-
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iii) Construction of Paver Block.
800
1174560
1468.2
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Supply, Hoisting and fixing of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458/ 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete FOR SINGLE ROW PIPE CULVERT AND TWO ROW PIPE CULVERT.
-
-
-
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iv) Construction of Single row Pipe Culvert at Km 0/4, 0/8 & 1/0.
22.5
92925
4130
... More
v) Construction of Two row Pipe Culvert at Km 0/6.
15
61950
4130
... More
Filling behind Retaining wall with Carted earth including cost and conveyance of earth to worksite, laying, handling charges and filling in layers including compacting with power roller to get the maximum density including watering and all other incidental charges etc, complete as per clause 305, 2907 of MORT&H Specification (Fifth Revision) FOR SINGLE ROW PIPE CULVERT AND TWO ROW PIPE CULVERT.
-
-
-
... More
iv) Construction of Single row Pipe Culvert at Km 0/4, 0/8 & 1/0.
23.8
7379
310.06
... More
v) Construction of Two row Pipe Culvert at Km 0/6.
14.8
4588
310.06
... More
Vibrated Cement Concrete of grade M30 Design mix 1:1.2:2.4 using 20mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel and including cost of formwork, 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 specifications, as per clause 1000, 1500, 1700,2100 & 2704 of MORT&H Specification (Fifth Revision) FOR WEARING COAT OVER EXISTING DAMAGED CC ROAD.
-
-
-
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vi) Provision for Wearing Coat over existing Damaged CC Road.
98
90189
920.3
... More
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
-
16839589.49
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GST 18% for above SubTotal Amount
1
3031126
3031126.11
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Total in Figures (SubTotal + GST)
-
19870715
-
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