National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Jan 2024
Closing Date23 Jan 2024
Tender Amount₹ 6,10,44,000
Costs
EMD
₹ 3,15,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_406719_1Bid Award Id
ViewTender No
TN.No.36/SI.No.09/ 2023-2024 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Clearing Light jungle by cutting removing and depositing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 300mm girth. As per sec 201 of MORTH specification of rev.5
-
-
-
Road B
2160
12636
5.85
Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges ., complete as per standard specifications.
-
-
-
Road B
1479
29387
19.87
Construction of Granular sub-base Grade-V 150 mm thick 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 Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road A
966
1339832
1386.99
Road B
65
90154
1386.99
Road C
923
1296436
1404.59
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the 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 (Specification Number as per MORTH Rev.V 111,112,406,900).
-
-
-
Road A
1609
2846658
1769.21
Road B
1268
2243358
1769.21
Road C
1561
2761736
1769.21
Providing and laying of prime coat over WBM/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 Specification Number as per MORTH Rev.V 111,112,502,900)
-
-
-
Road A
6435
486035
75.53
Road B
5069
382861
75.53
Road C
6242
471458
75.53
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 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 .Specification Number as per MORTH Rev.V 111,112,503,900).
-
-
-
Road A
6435
109266
16.98
Road B
5069
86071
16.98
Road C
6242
105989
16.98
Providing and laying 50mm consolidated thick Bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg of VG30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate 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 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP (Specification Number as per MORTH Rev.V 111,112,504,900).
-
-
-
Road A
322
2534487
7871.08
Road B
254
1998949
7869.88
Road C
313
2462896
7868.68
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 50.30kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP.(Specification Number as per MORTH Rev.V 111,112,507,900).
-
-
-
Road A
194
1978951
10200.78
Road B
153
1560408
10198.75
Road C
188
1916979
10196.7
Vibrated reinforced cement Concrete M30 (Design mix) using ISS HBG graded metal including cost and conveyance of all materials to worksite including cement at site but excluding cost and fabrication of steel but including all labour charges for mixing concrete, laying, hire charges for tools and plants, compacting, curing concrete, 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 HARD BED as per sec.2702 of MORTH specification rev.5
-
-
-
Road B
1760
1200848
682.3
Road C
83
56830
684.7
Carted earth including cost and conveyance an average lead of 3 km to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for formation of side berms in accordance with standard specifications as per MORT&H Vth rev.304, 305.
-
-
-
Road A
644
125270
194.52
Road B
1038
201911
194.52
Road C
1392
270771
194.52
Providing R.C.C M-15 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:805)
-
-
-
Road A
1
906
906
Road B
1
906
906
Road C
1
906
906
Providing R.C.C M-15 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:805)
-
-
-
Road A
5
1280
256
Road B
7
1792
256
Road C
7
1792
256
Direction and Place Identification signs - Type - IV Providing and erecting direction and place identification Retro - Reflectorised sign made out of high intensity Prismatic Grade Sheeting confiming 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 25mmx25mmx3mmm mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level bottom of the sign board and 0.60 m below ground level . The sign post should be painted as per IRC 67-2012and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materail, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer in charge. High intensity Retro Reflectro Sheet shall consist of minimmum coefficient of Retro reflection as per table 6.6 of IRC 67- 2012. The Retro-reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per of IRC 67:2012 Specification (as per MoRT&H Specification. No.801) for Scheme board (More than 0.90 sqm)
-
-
-
Road A
1.08
12749
11805
Road B
1.08
12749
11805
Road C
1.08
12749
11805
Retaining Wall
Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling out 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 for FOUNDATION OF RETAINING WALLS. as per sec.111,112,304 of MORTH specification rev.5
-
-
-
Road B Km.1/2 - 1/4 (L/S)
503
126806
252.1
Road C Km.1/10 (L/S)
500
126050
252.1
Road C Km.1/10 (R/S)
500
126050
252.1
Road C Km.1/2 (L/S)
500
126050
252.1
Road C Km.1/2 (R/S)
500
126050
252.1
Road C Km.1/4
111
27983
252.1
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size 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 for FOOTINGS OF RETAINING WALLS. as per sec.1000,1500,1700,2100,2200 of MORTH specification rev.5
-
-
-
Road B Km.1/2 - 1/4 (L/S)
101
591339
5854.85
Road C Km.1/10 (L/S)
100
588558
5885.58
Road C Km.1/10 (R/S)
100
588558
5885.58
Road C Km.1/2 (L/S)
100
590131
5901.31
Road C Km.1/2 (R/S)
100
590131
5901.31
Road C Km.1/4
23
135730
5901.31
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size 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 including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS. Below the sill Level as per sec.1000,1500,1700,2200 of MORTH specification rev.5
-
-
-
Road B Km.1/2 - 1/4 (L/S)
259
1814587
7006.13
Road C Km.1/10 (L/S)
274
1845557
6735.61
Road C Km.1/10 (R/S)
274
1845557
6735.61
Road C Km.1/2 (L/S)
274
1849867
6751.34
Road C Km.1/2 (R/S)
274
1849867
6751.34
Road C Km.1/4
61
420146
6887.64
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size 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 including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS. Above the sill level as per sec.1000,1500,1700,2200 of MORTH specification rev.5
-
-
-
Road B Km.1/2 - 1/4 (L/S)
170
1399814
8234.2
Road C Km.1/10 (L/S)
266
2159943
8120.09
Road C Km.1/10 (R/S)
266
2159943
8120.09
Road C Km.1/2 (L/S)
266
2164128
8135.82
Road C Km.1/2 (R/S)
266
2164128
8135.82
Road C Km.1/4
59
488775
8284.33
Providing and fixing seepage pipes of 100mm 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 ABUTMENTS AND WINGS. as per sec.2706 of MORTH specification rev.5
-
-
-
Road B Km.1/2 - 1/4 (L/S)
108
19170
177.5
Road C Km.1/10 (L/S)
206
36565
177.5
Road C Km.1/10 (R/S)
206
36565
177.5
Road C Km.1/2 (L/S)
206
36565
177.5
Road C Km.1/2 (R/S)
206
36565
177.5
Road C Km.1/4
39
6922
177.5
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 and 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Broken Parapet as per sec.1000,1500,1700,2200,2300 of MORTH specification rev.5
-
-
-
Road B Km.1/2 - 1/4 (L/S)
23
247335
10753.73
Road C Km.1/10 (L/S)
17
181102
10653.09
Road C Km.1/10 (R/S)
17
181102
10653.09
Road C Km.1/2 (L/S)
17
181369
10668.82
Road C Km.1/2 (R/S)
17
181369
10668.82
Road C Km.1/4
4
42674
10668.61
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
51731890.55
GST 18% for above SubTotal Amount
1
9311740
9311740.3
Total in Figures (SubTotal + GST)
-
61043630
-
Evaluation Notes How It Works ?
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