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₹ 5,25,82,000
Costs
EMD
₹ 2,73,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_406735_1Bid Award Id
ViewTender No
TN.No.36/SI.No.19/ 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
Road B
2160
17690
8.19
Construction of Granular Sub-Base Grade V of 150mm 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 (Specification Number as per MORT&H Rev.V 111,112,401,900)
-
-
-
Road A
1134
1602784
1413.39
Road B
767
1207748
1574.64
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 (Specification Number as per MORT&H Rev.V 111,112,406,900)
-
-
-
Road A
1910
3379191
1769.21
Road B
1330
2395210
1800.91
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory 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 MORT&H Rev.V 111,112,502,900)
-
-
-
Road A
7639
577050
75.54
Road B
5319
484241
91.04
Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit 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)
-
-
-
Road A
7639
129786
16.99
Road B
5319
98082
18.44
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,504,900)
-
-
-
Road A
382
3007210
7872.28
Road B
266
2178422
8189.56
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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 MORT&H Rev.V 111,112,507,900)
-
-
-
Road A
230
2346644
10202.8
Road B
160
1696392
10602.45
Construction of Embankment with approved material of CBR 8 with all leads and lifts , Transporting to site spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORT&H as per clause .305 specification 95% Compaction with a lead of 5Km.(Specification Number as per MORT&H Rev.V 305)
445
162033
364.12
Construction of Sub Grade and Earthern Shoulders with approved material obtained from areas shown in the seprate drawing for Each and every Km Having CBR value 8 and Proctar Density and Field Density as per Details enclosed, Transporting to site spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORT&H as per clause .305 specification 97% Compaction with a lead of 5Km.(Specification Number as per MORT&H Rev.V 305)
137
54721
399.43
Carted earth including cost and conveyance an average lead of 3km to worksite and stackong 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., 111, 112 304&305.
-
-
-
Road A
2193
426582
194.52
Carted earth including cost and conveyance an average lead of 5km to worksite and stackong 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., 111, 112 304&305.
-
-
-
Road B
1728
482855
279.43
Providing RCC M15 Grade Precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and Lettering ect., complete (as per MORTH SPECIFICATION No.805)
-
-
-
Road A
2
1812
906
Road B
1
906
906
Providing RCC M15 Grade Precast HM stone of standard design as per IRC 8-1980 and fixing in position including painting and Lettering etc., complete (as per MORTH SPECIFICATION No.805)
-
-
-
Road A
8
2048
256
Road B
5
1280
256
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 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm 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 painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm 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 coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. 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 0.9sq.m) Type-IV
-
-
-
Road A
1.08
12749
11805
Road B
1.08
12749
11805
Providing and erecting single sided double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall 'W' beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having zinc Mass of 550gms/sqm mininum 950mm above road/ground level, fixed on ISMC series channels, Vertical Post 150X75X5mm Spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318 mm long post directly embeded in the concrete (M15) pit size 350X350X800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS : 1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge
-
-
-
Road B
400
2600000
6500
SUB ESTIMATE - Box Culvert
Dismantling the the existing RR Masonry in the existing 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.(Specification No.111,112,202.)
-
-
-
Road A - Single Cell 2x2 at Km 0/4.
22.95
5907
257.4
Dismantling the the existing Cutstone in the existing 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.(Specification No.111,112,202.)
-
-
-
Road A - Single Cell 2x2 at Km 0/4.
7.15
3334
466.3
Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of BOx Culvert (Specification No.111,112,304.)
-
-
-
Road A - Single Cell 2x2 at Km 0/4.
60.16
16489
274.1
Plain Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants etc. Complete for Levelling Course for Box Culvert as per MORTH Rev. V Specification No. 1000,1500,1700,2100,2200
-
-
-
Road A - Single Cell 2x2 at Km 0/4.
4.78
27254
5701.87
Vibrated Reinforced Cement concrete in M25 using 20mm and below ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete for Base slab Side wall & Deck slab of CELL BOX as per MORTH Rev. V Specification No. 1000,1500,1700,2200,2300
-
-
-
Road A - Single Cell 2x2 at Km 0/4.
31.53
358467
11369.08
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A - Single Cell 2x2 at Km 0/4.
34.27
262264
7652.9
Supply and fabrication of steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per per MORTH Rev. V specifications No.1600.
-
-
-
Road A - Single Cell 2x2 at Km 0/4.
2.06
195296
94804.27
Vibrated cement Concrete M30 design mix using 20mm and below 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 MORTH Rev. V Specification No.1000, 1500, 1700, 2702.
-
-
-
Road A - Single Cell 2x2 at Km 0/4.
17.16
11749
684.7
Carted earth with lead of 3 km including cost of 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. for Diversion road. (Specification Number as per MORT&H Rev.V 304,305)
-
-
-
Road A - Single Cell 2x2 at Km 0/4.
211.5
41140
194.52
Construction of Granular Sub-Base Grade V of 150mm 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 (Specification Number as per MORT&H Rev.V 111,112,401,900) for Diversion road.
-
-
-
Road A - Single Cell 2x2 at Km 0/4.
16.88
23858
1413.39
SUB ESTIMATE - PCC Retaining wall
Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Retaining wall (Specification No.111,112,304.)
-
-
-
Road A - Km 0/4.
49
12352
252.1
Road B - Km 0/6 (LHS).
333
104475
313.74
Road B - Km 0/6 (RHS).
333
104475
313.74
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Footing of Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A - Km 0/4.
10
58863
5886.3
Road B - Km 0/6 (LHS).
67
507324
7572
Road B - Km 0/6 (RHS).
67
507324
7572
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Stem of Retaining wall (Below Groud Level) as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A - Km 0/4.
26
189929
7304.99
Road B - Km 0/6 (LHS).
183
1544349
8439.07
Road B - Km 0/6 (RHS).
183
1544349
8439.07
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Stem of Retaining wall (Above Groud Level) as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A - Km 0/4.
17
145538
8561.06
Road B - Km 0/6 (LHS).
177
1738711
9823.23
Road B - Km 0/6 (RHS).
177
1738711
9823.23
Providing and fixing PVC Seepage Pipes of 100mm dia at 1.00m c/c staggered of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing etc., complete to drain of the backfill as per MORTH Rev. V Specification No.2706
-
-
-
Road A - Km 0/4.
8
1420
177.5
Road B - Km 0/6 (LHS).
140
24850
177.5
Road B - Km 0/6 (RHS).
140
24850
177.5
Vibrated Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Parapet Wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200.
-
-
-
Road A - Km 0/4.
3
31959
10653.09
Road B - Km 0/6 (LHS).
11
135734
12339.5
Road B - Km 0/6 (RHS).
11
135734
12339.5
SUB ESTIMATE - Reconstruction of High Level Bridge at km 0/6 of Upgradation of Aththipattu - Paramanandhal road Km 0/0 -1/330.
Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B,including all other incidental charges such as bailing out water, shoring strutting, walling and forming protective bunds wherever necessary, etc.,complete as per relevant standard specification, for DRESSING THE BED UPTO SILLL as per section 300,304 MoRTh Rev.5
220
24651
112.05
Earthwork excavation in all classes of soils, clayey sand with pebbles, silty gravel 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 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 FOOTINGS UNDER ABUTMENTS PIERS AND WINGS as per section 300,304 of MORT&H Specifications (Fifth Revision-2013) (including 600 mm from the fce of footing as per Cl 4.2.5.1 of IS 1200 (Part 1)-1992
647
247218
382.1
Compacted Cement Concrete of Grade M10 (Nominal Mix), 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, for LEVELLING COURSE UNDER FOUNDATION OF ABUTMENTS, RETURN WALLS & PIERS as per section 1000,1500,1700 of MORT&H Specifications (Fifth Revision- 2013).
21
140214
6676.89
Vibrated Plain Cement Concrete of M20 (Nominal Mix) using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENTS, WINGS AND PIERS (Below Sill Level) as per section 1500,1700 & 1000of MORTH Specifications (Fifth Revision-2013).
472
3961477
8392.96
Vibrated Plain Cement Concrete of M20 (Nominal Mix) using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS AND PIERS (Above Sill Level) as per section 1500,1700 & 1000of MORTH Specifications (Fifth Revision-2013).
228
2238595
9818.4
Vibrated Reinforced Cement Concrete of grade M30 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, potable water, 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 relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision-2013).
10
137724
13772.47
Providing and fixing weep holes with CLASS I PVC seepage pipes of 100 mm 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 ABUTMENT AND RETURN WALLS as per Appendix - 6 of IRC: 78-2014 & Section 2706 of MORT&H specifications (Fifth Revision)
90
15975
177.5
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
27
2700
100
Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS 20mm 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 DECK SLAB, KERBS & SAFETY KERBS as per section 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision-2013).
155
2358318
15214.96
Providing FILTER MEDIA behind the Abutments and Return walls for 600mm thickness with clean III graded material 53mm to 5.6mm, 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., complete as per CL 710.1.4 & Appendix 6 of IRC: 78-2014.
57
95822
1681.1
Filling behind Abutments and Return walls 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 as per Cl. 710.1.4 & Appendix 6 of IRC: 78-2014 and Section 305 of MORT&(H) specifications (Fifth Revision)
106
132762
1252.48
Providing and fixing EXPANSION JOINT 20mm thickness with approved type of PVC water stopper of 300mm width over Abutments and Piers in 20mm gap between deck slabs as shown in the drawing including cost and conveyance of expansion joints including expansion joint filler and joint sealant ete, complete as per Section 2600 of MORT&(H) Specifications (Fifth revision).
40
23760
594
Supply and fabrication of Fe-500 (HYSD) steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and providing to the reinforcement, 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 section 1009.3, 1600 of MORT&(H) Specifications (Fifth Revision- 2013).
17
1817780
106928.27
Compacted Plain Cement Concrete M15 grade (Nominal Mix), 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 AND SAFETY KERB RAMP as per section 1500,1700 & 2704 of MORT&(H) Specifications (Fifth Revision-2013).
13
100287
7714.44
Vibrated reinforced cement concrete of grade M30 (Design Mix) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel, including cost of form work. labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc.. complete for APPROACH SLAB as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision-2013).
22
238483
10840.17
Vibrated cement concrete of grade M30 (Design Mix) 75mm uniform thickness with surface reinforcement using ISS 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 potable water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per section 2702.2 of MORT&H Specifications (Fifth Revision-2013).
242
206396
852.88
Vibrated Reinforced Cement Concrete M-40, Grade (Design Mix), using ISS 20mm HBG 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 CRASH BARRIER OVER DECK SLAB as per section 811, 1700 & 2703.3 of MORT&H Specifications (Fifth Revision-2013).
14.4
261305
18146.22
Vibrated Plain Cement Concrete of M15 (Nominal Mix) using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for CC PARAPET OVER WINGS as per section 1500,1700 & 1000of MORTH Specifications (Fifth Revision-2013).
7
102216
14602.42
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 using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete as per section 2705 of MORT&H Specifications (Fifth Revision-2013).
6
13626
2271
Supply and fixing of High Quality 160mm diameter Class I PVC Pipes. 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 providing below safety kerb as shown in the drawing. as per section 2706 of MORT&H Specifications (Fifth Revision).
126
52882
419.7
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
44560718.87
GST 18% for above SubTotal Amount
1
8020929
8020929.4
Total in Figures (SubTotal + GST)
-
52581648
-
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