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
Other Consultancy Services
Consultancy Services
Eprocure
Opening Date21 Dec 2022
Closing Date20 Jan 2023
Tender Amount₹ 5,22,12,000
Costs
EMD
₹ 2,71,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_273940_1Bid Award Id
ViewTender No
12 / 2022-2023 / 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
Picking 5cm to 10cm old B.T surface and sectioning and to bring to camber and super elevation as directed by the departmental officers including labour charges for picking including hire charges for all tools and equipments employed and all other incidental charges etc., complete as per standard specification.as per clause as per MORTH Rev.V 202
-
-
-
Road B
511
-
18.85
Construction of Granular sub-base Grade-V 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road A
1076
-
1432.04
Road B
229
-
1374.84
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 100mm 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 as per clause 406 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,406,900).
-
-
-
Road A
1793
-
1782.36
Road B
775
-
1782.36
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)
-
-
-
Road A
7172
-
77.78
Road B
3101
-
77.77
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).
-
-
-
Road A
7172
-
18.44
Road B
3101
-
18.43
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).
-
-
-
Road A
359
-
8566.82
Road B
155
-
8566.82
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 as per clause 507 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,507,900).
-
-
-
Road A
216
-
11404.33
Road B
93
-
11404.33
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of 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.(as per MORTH No 304,111 &112)
-
-
-
Road A
1816
-
106.25
Road B
603
-
106.25
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
2
-
906
Providing RCC M15 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
8
-
256
Road B
4
-
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)as per MORT&H specification No.801
-
-
-
Road A
1
-
11805
Road B
1
-
11805
SUB ESTIMATE : Pipe Culvert 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 - Single Row Pipe Culvert at Km 0/8
48
-
241
Plain Cement Concrete M10 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Levelling course below the body wall. MORTH No. 111,112,900,1000,1500,1700,2100 Vth Rev
-
-
-
Road B - Single Row Pipe Culvert at Km 0/8
3
-
5538
Vibrated Cement Concrete M15 (Nominal 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 as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 (Below Sill)
-
-
-
Road B - Single Row Pipe Culvert at Km 0/8
19
-
7965
Supply and Hoisting, Fixing of NP 3 Class RCC 1000mm dia pipes supplied by the Contractor at his own cost specified below confirming to IS 458/ 2003 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. MORTH No. 2900
-
-
-
Road B - Single Row Pipe Culvert at Km 0/8
7.5
-
4130
Filling with Clean gritty gravel including cost and conveyance of gravel to worksite laying, handling charges sand 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. MORTH No. 1000
-
-
-
Road B - Single Row Pipe Culvert at Km 0/8
37
-
309
SUB ESTIMATE : BOX CULVERT Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION as per clause No.304,111,112 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2
58
-
263
Road A - Three cell Box Culvert at Km 0/10
207
-
263
Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 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 BASE COURSE OF BOX CULVERT .as per clause No.1000, 1500, 1700,2100, 2200 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2
6
-
5677
Road A - Three cell Box Culvert at Km 0/10
17
-
5680
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 Footing and STEM OF WING WALLS and Parapet over Culvert as per clause No.1000, 1500, 1700, 2200,2300 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2 & 0/6
13
-
8614
Road A - Three cell Box Culvert at Km 0/10
32
-
7895
Vibrated Reinforced Cement Concrete M25 (Design mix) using 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 and centering, 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 Bottom of Slab, Side Walls and Top Slab of Box Culvert..as per clause No.1000, 1500, 1700,2200, 2300 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2 & 0/6
30
-
10589
Road A - Single cell Box Culvert at Km 1/2(i), 1/2(ii) & 1/6
134
-
10127
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top slab of Box culvert. as per clause No.1000,1500,1700, 2702 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2
18
-
676.9
Road A - Three cell Box Culvert at Km 0/10
71
-
677.2
Supply and Fabrication of Fe-500 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 overlaping to the required length wherever 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 clause No.1600 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2
2.1
-
93230
Road A - Three cell Box Culvert at Km 0/10
14.3
-
93230
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 clause No.2706 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2
12
-
177.5
Road A - Three cell Box Culvert at Km 0/10
12
-
177.5
Back Filling the exavated area of wing walls of Box culvert with gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers including watering, with all leads for water and all other incidental charges etc. complete As per 1000 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2
16
-
309
Road A - Three cell Box Culvert at Km 0/10
38
-
309
Dismantling, Clearing away and carefully stacking materials useful for re use for any thickness of walls in Cut-Stone masonry in lime mortor walls under 3m high etc., complete as per clause No.202,111,112 of MORT&H Vth rev
-
-
-
Road A - Three cell Box Culvert at Km 0/10
38
-
442
Dismantling, Clearing away and carefully stacking materials useful for re use for any thickness of walls in Brick/Stone masonry in lime mortor walls under 3m high etc., complete as per clause No.202,111,112 of MORT&H Vth rev
-
-
-
Road A - Three cell Box Culvert at Km 0/10
22
-
199.2
Dismantling, Clearing away and carefully stacking materials useful for re use of Cement Mortor under 3 m height etc., complete as per clause No.202,111,112 of MORT&H Vth rev
-
-
-
Road A - Three cell Box Culvert at Km 0/10
5
-
244
Diversion : Clearing Scrub 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 150mm girth as per MORTH Rev.V 201
-
-
-
Road A - Three cell Box Culvert at Km 0/10
188
-
5.15
Excavation Including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specification and the lines, grades and cross sections shown in the drawing or as indicated by the Engineer for Carted Earth with a lead of 1 km for formation of Diversion Road as per MORTH No 304 ,111 &112
-
-
-
Road A - Three cell Box Culvert at Km 0/10
491
-
106.25
Construction of Granular sub-base Grade-V 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road A - Three cell Box Culvert at Km 0/10
29
-
1432.04
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 100mm 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 as per clause 406 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,406,900).
-
-
-
Road A - Three cell Box Culvert at Km 0/10
38
-
1782.36
SUB ESTIMATE Km 0/8 Minor Bridge : Dismantling the the existing RR Masonry in Cement Mortar in the existing causeway 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 111,112,202
-
-
-
Road A
166.84
-
244
Dismantling the existing Cement Concrete 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 111,112,202
-
-
-
Road A
100.24
-
419
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 all other incidental charges such as bailing out water, shoring, strutting, wailing and forming protective bund, 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 DRESSING THE BED UPTO SILL LEVEL. Spe as per MORTH rev .111,112,304
-
-
-
Road A
345.85
-
106.25
Earthwork excavation in all class of soil except soft desintegrated rock 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 MORT&H Vth Rev. No.111,112, 304 & 300 for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.
-
-
-
Road A
514.38
-
371
Earthwork excavation in Soft disintegrated rock 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 MORT&H Vth Rev. No.111,112 ,304 & 300 for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.
-
-
-
Road A
847
-
475
Vibrated Cement Concrete of Grade M-10, Nominal Mix, 1:3:6, using 40mm ISS 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, etc, complete as per relevant standard specification for LEVELING COURSE UNDER FOOTINGS-1 Cum (Below sill level) as per MORT&H Vth rev No.1000, 1500, 1700 & 2200.
-
-
-
Road A
34.3
-
4997
Vibrated Cement Concrete of grade M20 Nominal Mix,1:1.5:3 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIER AND WINGS BELOW SILL LEVEL as per MORT&H Vth rev No.1000, 1500, 1700,2200&2100
-
-
-
Road A
505.71
-
6393
Vibrated Cement Concrete of grade M20 nominal Mix,1:1.5:3 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 SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS BELOW SILL LEVEL as per MORT&H Vth rev No.1000, 1500, 1700 & 2200.
-
-
-
Road A
130.69
-
7234
Vibrated Cement Concrete of grade M20 nominal Mix,1:1.5:3 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 SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL. as per MORT&H Vth rev No.1000, 1500, 1700 & 2200.
-
-
-
Road A
192.96
-
8106
Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded 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 including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS, as per MORT&H Vth rev No.1000, 1500, 1700 & 2200.
-
-
-
Road A
9.84
-
11045
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 MORT&H Rev V 2706
-
-
-
Road A
102
-
177.5
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete.
-
-
-
Road A
26.17
-
100
Vibrated Reinforced Cement Concrete of grade M30 mesign mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost ofcement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB. Specification Number as per MORTH Vth Revision No.1000, 1500, 1700, 2300
-
-
-
Road A
200.71
-
11599
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., ccomplete as per MORT&H Specificaton No.1000
-
-
-
Road A
71.46
-
1135
Filling behind Abutmants 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 for filling behind the abutment and wings., ccomplete as per MORT&H Specificaton No.1000
-
-
-
Road A
165.8
-
309
Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment pier as shown in the drawing including cost and conveyence of expansion joints including shallimar pad and joint sealent etc., complete as per MORT&H Vth rev No.2600
-
-
-
Road A
40
-
594
Supply and fabrication of Fe 500 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, Fe 500 grade as per MORT&H Specificaton No.1600
-
-
-
Road A
19.2
-
93230
Vibrated Cement Concrete M15 grade Nominal Mix 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300, 2704
-
-
-
Road A
13.1
-
6016
Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., complete for Approach Slab as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300, 2704
-
-
-
Road A
18.3
-
8474
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 fixing 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., complete for wearing cost of 75mm uniform thickness over deck slab and approach slab as per MORT&H Specificaton No.2702
-
-
-
Road A
316.5
-
677.2
Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, 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 for RCC CRASH BARRIERS OVER DECK SLAB. -1RM(For Estimate Purpose, mix 1:1.5:3) s per MORT&H No.811,1000,1500,1700,2300 & 2703
-
-
-
Road A
16.02
-
15248
Vibrated Cement Concrete M20 grade Nominal Mix using 40mm ISS size hard granite broken 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 for PCC PARAPET OVER WINGS as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
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-
-
Road A
7
-
9984
Providing and fixing of G.I. Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanized Iron pipes and flats and fixing them in position, etc.,. complete as per MORT&H No.2705
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-
-
Road A
6
-
2271
Supply and fixing of High Quality of PVC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths as per clause No.2706 of MORT&H Vth rev
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-
-
Road A
141
-
419.7
Providing and laying Carted Earth with an average lead of 1.00 Km including cost and conveyance of carted earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering including labour charges for compacting, tamping, ramming under optimum moisture, content to obtain the maximum density and all other incidental charges etc., complete as per standard specifications for 95% PD for Diversion as per MORT&H 304 & 305
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-
-
Road A
750
-
271
Providing and laying Carted Earth with an average lead of 1.00 Km including cost and conveyance of carted earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering including labour charges for compacting, tamping, ramming under optimum moisture, content to obtain the maximum density and all other incidental charges etc., complete as per standard specifications for 97% PD for Diversion road as per MORT&H 304 & 305
-
-
-
Road A
350
-
274
Providing and laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1, 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900. for Diversion road
-
-
-
Road A
83
-
1432.04
Providing and laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base mix plant,spreading in nuiform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine dressing for required grade and cross slope as shown on the drawing,equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 and as directed by Engineer. Specification Number as per MORTH Rev.V 111,112,406,900
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-
-
Road A
110
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1782.36
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 culvert MORTH No. 2900
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-
-
Road A
22.5
-
4130
Providing and laying Carted Earth with an average lead of 1.00 Km including cost and conveyance of carted earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering including labour charges for compacting, tamping, ramming under optimum moisture, content to obtain the maximum density and all other incidental charges etc., complete as per standard specifications for 95% PD for Approach road as per MORT&H 304 & 305
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-
-
Road A
1016
-
271
Providing and laying Carted Earth with an average lead of 1.00 Km including cost and conveyance of carted earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering including labour charges for compacting, tamping, ramming under optimum moisture, content to obtain the maximum density and all other incidental charges etc., complete as per standard specifications for 97% PD for Approach road as per MORT&H 304 & 305
-
-
-
Road A
481
-
274
Construction of Granular sub-base Grade V 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.
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-
-
Road A
181
-
1432.04
Providing and laying spreading and compacting graded stone aggregate for Wet Mix Macadam(WMM) 250mm each layer of 125mm thick specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/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.
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-
-
Road A
301
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1782.36
Providing and laying Prime coat over WMM surface using 7.00 kg. of Emulsion bitumen (S.S-1) per 10 sqm. for prepatory to another bituminous construction over it, including cos of material, labour charges, rentals for machinery, fuel and all other incidentals charges etc., complete as per clause 502 of MORTH Rev-5..Specification Number as per MORTH Rev.V 111,112,502,900
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-
-
Road A
1201
-
77.78
Providing and laying Tack coat over WMM surface (treated with primer) using 2.50 kg. of Bitumen Emulsion (RS-1) 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 503 of MORTH Rev-5 Specification Number as per MORTH Rev.V 111,112,503,900
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-
-
Road A
1201
-
18.44
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).
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-
-
Road A
61
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8566.82
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 as per clause 507 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,507,900).
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-
-
Road A
37
-
11404.33
PCC 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 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 for FOUNDATION OF RETAINING WALLS as per MORT&H Vth Revision 304,111,112
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-
-
Road A PCC Retaining Wall 5m to 4m
411
-
241
Road A PCC Retaining Wall 4m to 3m
369
-
241
Vibrated Cement Concrete M20 (1:1.5:3) 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 FOOTINGS OF RETAINING WALL as per MORT&H Vth Revision 1000, 1500, 1700,2100, 2200
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-
-
Road A PCC Retaining Wall 5m to 4m
102.6
-
5861
Road A PCC Retaining Wall 4m to 3m
92.16
-
5861
Vibrated Cement Concrete M20 (1:1.5:3) 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 STEM OF RETAINING WALL as per MORT&H Vth Revision 1000, 1500, 1700,2100, 2200
-
-
-
Road A PCC Retaining Wall 5m to 4m
616
-
7328
Road A PCC Retaining Wall 4m to 3m
409
-
7711
Providing and fixing 100mm 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 2706
-
-
-
Road A PCC Retaining Wall 5m to 4m
240
-
177.5
Road A PCC Retaining Wall 4m to 3m
256
-
177.5
Vibrated Cement Concrete M20 (1:1.5:3) 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 as per MORT&H Vth Revision 1000, 1500, 1700,2100, 2200
-
-
-
Road A PCC Retaining Wall 5m to 4m
18
-
10505
Road A PCC Retaining Wall 4m to 3m
20
-
10505
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
-
44247001.85
GST 18% for above SubTotal Amount
1
-
7964460.33
Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
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