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₹ 6,43,67,000
Costs
EMD
₹ 3,32,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_406593_1Bid Award Id
ViewTender No
TN.No.36/SI.No.01/ 2023-2024 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Road C
1692
9136
5.4
Construction of granular sub - base Gr-V of 200 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road A
1354
2029957
1499.23
Construction of granular sub - base Gr-V of 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road B
982
1437677
1464.03
Road C
913
1336659
1464.03
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm 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.,(Specification Number as per MORTH Rev.V 111,112,406,900).
-
-
-
Road A
1714
3137871
1830.73
Road B
1757
3216592
1830.73
Road C
1609
2945644
1830.73
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,(Specification Number as per MORTH Rev.V 111,112,502,900)
-
-
-
Road A
6855
518100
75.58
Road B
7025
531090
75.6
Road C
6435
486486
75.6
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.,(Specification Number as per MORTH Rev.V 111,112,503,900).
-
-
-
Road A
6855
116535
17
Road B
7025
119495
17.01
Road C
6435
109459
17.01
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 (Specification Number as per MORTH Rev.V 111,112,504,900).
-
-
-
Road A
343
2725073
7944.82
Road B
352
2799674
7953.62
Road C
322
2561065
7953.62
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.,(Specification Number as per MORTH Rev.V 111,112,507,900).
-
-
-
Road A
206
2117453
10278.9
Road B
211
2172002
10293.85
Road C
194
1997006
10293.85
Carted earth including cost and conveyance an average lead 5 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 specification as per MORTH Vth Rev.,304 & 305
-
-
-
Road A
1696
375748
221.55
Road B
1580
350049
221.55
Road C
1306
289344
221.55
Provididing RCC M15 Grade Precast HM stone of standard desing as per IRC 8-1980 and fixing in position including painting and printing ect., complete (as per MORTH SPECIFICATION No.805)
-
-
-
Road A
8
2048
256
Road B
8
2048
256
Road C
6
1536
256
Providing RCC M15 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
Provision for Scheme Board 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 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 0.95qm) TYPE -IV
-
-
-
Road A
2.16
25498
11805
Road B
2.16
25498
11805
Road C
2.16
25498
11805
SUB ESTIMATE - Box Culvert Dismantling the existing RR masonry in cement mortar upto 3.0 m height in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the Departmental Officers including all labour and incidental charges etc., complete as per MORT&H Vth specification No.111, 112, 202.
-
-
-
Road A - Km 0/6 & 0/10 - 2.Nos
36.88
9492
257.4
Road A - Km 1/2
18.44
4746
257.4
Road A - Km 1/6
18.44
4746
257.4
Road C - Km 0/10 & 1/2 - 2.Nos
36.88
9492
257.4
Dismantling the existing Cut Stone culvert and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete as per MORT&H Vth specification No.111, 112, 202.
-
-
-
Road A - Km 0/6 & 0/10 - 2.Nos
13.2
6155
466.3
Road A - Km 1/2
6.6
3077
466.3
Road A - Km 1/6
6.6
3077
466.3
Road C - Km 0/10 & 1/2 - 2.Nos
13.2
6155
466.3
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 bailing 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 BOX CULVERT as per MORT&H Vth specification No.111,112,304.
-
-
-
Road A - Km 0/6 & 0/10 - 2.Nos
122.96
33703
274.1
Road A - Km 1/2
61.48
16851
274.1
Road A - Km 1/6
69.05
18926
274.1
Road C - Km 0/10 & 1/2 - 2.Nos
122.96
33703
274.1
Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for Box culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2100, 2200.
-
-
-
Road A - Km 0/6 & 0/10 - 2.Nos
9.56
56268
5885.79
Road A - Km 1/2
4.78
28134
5885.79
Road A - Km 1/6
4.78
28198
5899.24
Road C - Km 0/10 & 1/2 - 2.Nos
9.56
55111
5764.78
Vibrated Reinforced Cement Concrete M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including soft water, labour charges for mixing transporting, laying and curing concrete, etc., complete as per relevant standard specification for Base Slab, Cover Slab and Side walls excluding Cost of Steel for culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
Road A - Km 0/6 & 0/10 - 2.Nos
58.56
661109
11289.43
Road A - Km 1/2
29.28
330554
11289.43
Road A - Km 1/6
29.28
330948
11302.87
Road C - Km 0/10 & 1/2 - 2.Nos
58.56
654022
11168.41
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Stem of Wing Wall and Parapet over Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
Road A - Km 0/6 & 0/10 - 2.Nos
52.08
417107
8008.98
Road A - Km 1/2
26.04
208553
8008.98
Road A - Km 1/6
31.25
247982
7935.45
Road C - Km 0/10 & 1/2 - 2.Nos
49.72
400838
8061.92
Supply and fabrication of Fe.500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary 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 MORT&H Vth specification No.1600
-
-
-
Road A - Km 0/6 & 0/10 - 2.Nos
3.82
362152
94804.27
Road A - Km 1/2
1.91
181076
94804.27
Road A - Km 1/6
1.91
181076
94804.27
Road C - Km 0/10 & 1/2 - 2.Nos
3.82
362152
94804.27
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 mixing 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., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORT&H Rev. V Specification No.1000, 1500, 1700, 2702.
-
-
-
Road A - Km 0/6 & 0/10 - 2.Nos
34.32
23980
698.73
Road A - Km 1/2
17.16
11990
698.73
Road A - Km 1/6
17.16
12007
699.76
Road C - Km 0/10 & 1/2 - 2.Nos
34.32
23663
689.5
Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings as per MORT&H Vth specification No.2706
-
-
-
Road A - Km 0/6 & 0/10 - 2.Nos
16
2840
177.5
Road A - Km 1/2
8
1420
177.5
Road A - Km 1/6
8
1420
177.5
Road C - Km 0/10 & 1/2 - 2.Nos
16
2840
177.5
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer using Carted Earth with a lead of 5km for formation of Diversion road for 100% compaction as per MORT&H Vth specification No.111, 112, 304, 305.
-
-
-
Road A - Km 0/6 & 0/10 - 2.Nos
339.76
75273
221.55
Road A - Km 1/2
169.88
37636
221.55
Road A - Km 1/6
169.88
37636
221.55
Road C - Km 0/10 & 1/2 - 2.Nos
339.76
75273
221.55
Construction of granular sub - base Gr-V of 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 for Diversion Road complete as per clause 401 (Specification Number as per MORT&H Rev.V 111,112,401,900).
-
-
-
Road A - Km 0/6 & 0/10 - 2.Nos
33.75
50599
1499.23
Road A - Km 1/2
16.88
25307
1499.23
Road A - Km 1/6
16.88
25307
1499.23
Road C - Km 0/10 & 1/2 - 2.Nos
33.75
49411
1464.03
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm 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 Sub Base/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 chargesfor Diversion road. (Specification Number as per MORT&H Rev.V 111,112,406,900).
-
-
-
Road A - Km 0/6 & 0/10 - 2.Nos
33.75
61787
1830.73
Road A - Km 1/2
16.88
30902
1830.73
Road A - Km 1/6
16.88
30902
1830.73
Road C - Km 0/10 & 1/2 - 2.Nos
33.75
61787
1830.73
Retaining Wall: 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 incidential charges such as bailing 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 for FOUNDATION OF RETAINING WALL as per clause No.304 of MORT&H Vth rev.
-
-
-
Road A - Km 1/2-1/4
445.5
112310
252.1
Road A - Km 1/6-1/8
405
102100
252.1
Road B - Km 0/6
453.6
114352
252.1
Road B - Km 0/8-0/10
572
144201
252.1
Vibrated Cement concrete of Grade M-20, Nominal mix, 1:1.5:3, using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for FOOTING OF RETAINING WALL as per clause 1000, 1500, 1700, 2200.
-
-
-
Road A - Km 1/2-1/4
89.1
540793
6069.51
Road A - Km 1/6-1/8
81
492718
6082.95
Road B - Km 0/6
90.72
538286
5933.49
Road B - Km 0/8-0/10
86
510279
5933.48
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL BELOW SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
-
-
-
Road A - Km 1/2-1/4
229.68
1654770
7204.68
Road A - Km 1/6-1/8
208.8
1507331
7219.02
Road B - Km 0/6
233.86
1652697
7067.04
Road B - Km 0/8-0/10
323
2203296
6821.35
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL ABOVE SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
-
-
-
Road A - Km 1/2-1/4
150.15
1266636
8435.81
Road A - Km 1/6-1/8
136.5
1153591
8451.22
Road B - Km 0/6
152.88
1268761
8299.07
Road B - Km 0/8-0/10
184
1458623
7927.3
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.2707 of MORT&H Vth rev.
-
-
-
Road A - Km 1/2-1/4
50.05
8883
177.5
Road A - Km 1/6-1/8
45.5
8076
177.5
Road B - Km 0/6
50.96
9045
177.5
Road B - Km 0/8-0/10
46
8165
177.5
Vibrated Cement Concrete M15 nominal mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Broken Parapet Over RETAINING WALL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev
-
-
-
Road A - Km 1/2-1/4
19.98
216523
10837.01
Road A - Km 1/6-1/8
17.82
193355
10850.46
Road B - Km 0/6
19.98
213791
10700.27
Road B - Km 0/8-0/10
13
139103
10700.27
WELL PROTECTION WALL: 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 incidential charges such as bailing 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 for FOUNDATION OF WELL PROTECTIVE WALLS as per clause No.111, 112, 304 of MORT&H Vth rev.
-
-
-
Road B - Km 0/10
27
6806
252.1
Vibrated Cement concrete of Grade M-20, Nominal mix, 1:1.5:3, using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for FOOTING OF WELL PROTECTIVE WALLS as per clause 1000, 1500, 1700, 2100, 2200.
-
-
-
Road B - Km 0/10
8.1
48055
5932.77
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF WELL PROTECTIVE WALLS BELOW SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
-
-
-
Road B - Km 0/10
10.82
85420
7894.64
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF WELL PROTECTIVE WALLS ABOVE SILL a as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
-
-
-
Road B - Km 0/10
7.8
72296
9268.8
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 Well Protective Walls as per clause No.2706 of MORT&H Vth rev.
-
-
-
Road B - Km 0/10
5.2
923
177.5
Vibrated Cement Concrete M20 nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Parapet Over Well Protective Walls as per clause No.1000, 1500, 1700, 2200, 2300 of MORT&H Vth rev
-
-
-
Road B - Km 0/10
6.08
61007
10034.09
CC DRAIN: Earthwork excavation in all classes of soil such as hard stiff clay, stiff black cotton soil, hard red earth, shales, muram, gravel, stone earth etc., depositing on bank with all leads and lifts as per SS 20 B and all other incidental charges such as baling out water, shoring, strutting, walling, and forming protective bund wherever necessary etc., complete as directed by the Engineer as per MORTH No. 111, 112, 304. for Foundation.
-
-
-
Road B - Km 0/2
123.75
17331
140.05
Cement Concrete M10 Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for Foundation (Leveling Course Below Drain) as per MORTH No. 304 Rev.V
-
-
-
Road B - Km 0/2
33
166645
5049.85
Vibrated cement concrete M20(Nominal mix) using 20mm ISS graded hard granite broken metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but transporting, placing in position vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges such as bailing out of water, maintaining of protective bunds, cofferdams, shoring,structing etc, complete as per relevant standards specification for Base slab as per MORT&H Vth specification No.1000, 1500, 1700, 2200
-
-
-
Road B - Km 0/2
33
213810
6479.12
Vibrated cement concrete M20(Nominal mix) using 20mm ISS graded hard granite broken metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but transporting, placing in position vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges such as bailing out of water, maintaining of protective bunds, cofferdams, shoring,structing etc, complete as per relevant standards specification for SIDE WALLS of CC Drain. as per MORT&H Vth specification No.1000, 1500, 1700, 2200
-
-
-
Road B - Km 0/2
41.25
565258
13703.23
Vibrated Reinforced Cement concrete M25 Design mix with crushed stone aggregates 20 mm ISS size HGB metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but transporting, placing in position vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges maintaining of protective bunds, cofferdams, shoring,structing etc, complete as per relevant standards specification for Cover Slab of CC Drain. Clause 1000 & 1700 of MORT & H specification
-
-
-
Road B - Km 0/2
3
38739
12913.13
Supply and fabrication of Fe.500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary 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 MOR&H Vth specification No.1600.
-
-
-
Road B - Km 0/2
1.36
128933
94804.27
Supply and fixing of Drain pipe along the DRAIN including cost of Pipe laying in position all incidental charges all laboour lift etc complete as per clause No.2707 of MORT&H Vth rev.
-
-
-
Road B - Km 0/2
40
7100
177.5
PAVER BLOCK: Construction of Granular Sub-Base Grade V of 200mm 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 as per clause 401 of MORT&H Rev 5 (Specification Number as per MORT&H Rev.V 111,112,401,900)
-
-
-
Road B - Km 0/2
104
152259
1464.03
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ 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 MORT&H Rev.V 111,112,406,900)
-
-
-
Road B - Km 0/2
130
237994
1830.73
Supplying and Filling with M-Sand Bed to the required thickness including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc, complete for Bedding to Blocks.
-
-
-
Road B - Km 0/2
15.6
22711
1455.87
Supplying and laying of M40 grade rubber moulded Interlocking Concrete Paver Blocks of 80mm thick with skid resistant over facing surfaces and with appropriate bonds or patterns of laying blocks to the site, labour charges for loading and unloading, laying charges, vibrator plate compactor charges , joint filling charges and all other incidental charges as per IRC:SP:63 - 2018
-
-
-
Road B - Km 0/2
520
418631
805.06
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
54548284.35
GST 18% for above SubTotal Amount
1
9818691
9818691.18
Total in Figures (SubTotal + GST)
-
64366975
-
Evaluation Notes How It Works ?
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