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 Date9 Sep 2024
Closing Date24 Sep 2024
Tender Amount₹ 5,51,39,000
Costs
EMD
₹ 2,86,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_476735_1Bid Award Id
ViewTender No
TN.No.01 / SI.No.10 / 2024-2025 / SDOTender 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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Construction of granular sub- base Gr-V of 200 mm thick by providing close graded Material, mixing in a mechanical mix plantat 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
814
1996896
2453.19
... More
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick in two layer of 125mm each thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to acheive 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 (Specification Number as per MORTH Rev.V 111,112,406,900).
3682
9081984
2466.59
... More
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 as per clause 502 of MORTH Rev.5 .(Specification Number as per MORTH Rev.V 111,112,502,900)
14727
1257833
85.41
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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 as per Clause 503 of MORTH Rev-5..(Specification Number as per MORTH Rev.V 111,112,503,900).
14727
280549
19.05
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Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg 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 as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,503,900)
105
2256
21.49
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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 as per clause 504 of MORTH.Rev.5.(Specification Number as per MORTH Rev.V 111,112,504,900).
742
6572220
8857.44
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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 2.36 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 Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP 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 as per clause 507 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,507,900).
445
4924970
11067.35
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Carted earth with lead of 10 km including cost of Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with initial lead and lift and all other incidental charges including hire charges for tools and plant for cutting road edge to required depth as per SS20B.complete as per MORT&H Specificaton No.304 & 305
910
293302
322.31
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Provididing RCC M15 Grade Precast HM stone of standard desing as per IRC 26-1967 and fixing in position including painting and printing ect., complete (as per MORTH SPECIFICATION No.805)
8
4597
574.65
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Providing RCC M15 grade precast KM stone of standard design as per IRC 26-1967 and fixing in position including painting and printing etc complete (as per MORT&H specification No.805).
2
4394
2197
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Provision for Scheme Board Direction and Place Identification signs - Type IV. Providing and erecting of Direction and place Identification Retro reflectorised sign made out of high Intensity Prismatic Grade sheeting confirming to type IV standards of IRC - 67: 2012 and ASTM D 4956-09. Specification and fixed over 2 mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angel and supported on a mild steel angel post 75 X 75 X 6mm with a clear height 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 painte 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, equipment, 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 Reflectro sheet shall consist of minimum co efficient of Retro - reflection as per Table 6.6 of IRC67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67.2012. (as per MORT & H Specification No 801) (For Sign having area more than 0.90qm) TYPE -IV
1.08
12749
11805
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PCC Drain with cover Slab: Earthwork Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their sub sequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, back filling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Drain as per MORTH No. 111, 112, 304.
-
-
-
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Km 0/050-0/300
367
61046
166.34
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Km 0/300-0/600
439
73023
166.34
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Km 0/600-0/890
434.5
72274
166.34
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Km 0/890-1/190
439
73023
166.34
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Km 1/190-1/300
169.5
28194
166.34
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Plain Cement concrete in M10 CC 1:3:6 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Levelling course as per MORTH No. 304 Rev.V
-
-
-
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Km 0/050-0/300
43
262214
6098.01
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Km 0/300-0/600
51
310998
6098.01
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Km 0/600-0/890
49.5
301851
6098.01
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Km 0/890-1/190
51
311558
6108.99
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Km 1/190-1/300
19
116070
6108.99
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Vibrated Reinforced cement concrete of grade M20 (Nominal mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, 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 for Drain.For Side Drain Wall as per MORT&H Vth specification No.1000, 1500, 1700, 2200.
-
-
-
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Km 0/050-0/300
162
2094872
12931.31
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Km 0/300-0/600
196
2534174
12929.46
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Km 0/600-0/890
176
2275746
12930.38
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Km 0/890-1/190
196
2536326
12940.44
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Km 1/190-1/300
61
790215
12954.36
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Supply and fabrication fo Fe -500D steel all RCC items of works involved in the schedule, including cost of steel at site and cost of fabraction labour charges for cleaning the roads straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and placing the reinforcement in positions as specified in the drawings inclduing cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per MOR&H Vth specification No.1600.
-
-
-
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Km 0/050-0/300
6.82
674878
98941.27
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Km 0/300-0/600
8.08
799445
98941.27
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Km 0/600-0/890
8.89
879587
98941.27
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Km 0/890-1/190
8.08
799445
98941.27
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Km 1/190-1/300
3.83
378945
98941.27
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Vibrated Reinforced cement concrete of grade M25 using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, 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 for Drain. For Cover Slab as per MOClause 1000,1500, 1700 & 2200 of MORT & H specification
-
-
-
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Km 0/050-0/300
63
1011211
16050.98
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Km 0/300-0/600
74
1190523
16088.16
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Km 0/600-0/890
89
1404459
15780.44
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Km 0/890-1/190
74
1191336
16099.14
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Km 1/190-1/300
41
637795
15555.99
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Providing and fixing of Seepage Pipes of 100mm dia. using PVC pipes of requied lengths for 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 granite metals at the periphery and labour charges for fixing, etc., to drain of the backfill in the RETAINING WALL as per clause No.2706 of MORT&H Vth rev.
-
-
-
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Km 0/050-0/300
4.5
798
177.5
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Km 0/300-0/600
5.5
976
177.5
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Km 0/600-0/890
5
887
177.5
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Km 0/890-1/190
5.5
976
177.5
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Km 1/190-1/300
1.5
266
177.5
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Supplying and fixing of Reinforced Cement Concrete Man hole cover 650mmx650mm with frames as directed by the Departmental officers including labour charges for fixing at every intervals along the drain including all other incidental charges etc., complete
-
-
-
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Km 0/050-0/300
22
41008
1864
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Km 0/300-0/600
27
50328
1864
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Km 0/600-0/890
24
44736
1864
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Km 0/890-1/190
27
50328
1864
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Km 1/190-1/300
7
13048
1864
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Calculation of SubTotal, GST and Total carried out by system automatically
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-
-
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Sub Total Amount for above all items (excluding GST)
1
-
46727255.66
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GST 18% for above SubTotal Amount
1
8410906
8410906.02
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Total in Figures (SubTotal + GST)
-
55138161
-
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