Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Road Construction
Eprocure
Opening Date19 Oct 2024
Closing Date20 Nov 2024
Tender Amount₹ 11,83,00,000
Costs
EMD
₹ 6,05,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wdg From Two Lane To Two Lane With Pavedshoulders And Stg Atkm 22/6-28/6 Ofariyalur - Alathur - Chettikulam-senjeri Roadincl Reconst Of Box Culvert
Description
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Contact
Tender Id
2024_HWAY_495130_1Bid Award Id
ViewTender No
TN.No.45/2024-25/HDO Dt.15.10.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Construction of Granular Sub-Base 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 soil compactor to achieve the desired density, complete as per clause 401 (Grade-V)
3330
1937
6452074.8
Construction of Granular Sub-Base 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 soil compactor to achieve the desired density, complete as per clause 401 (Grade-III)
1708
2026
3461313.24
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 soil compactor 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
4270
2132
9104365.9
Charges for cutting the B.T surface to 5 to 7 cm depth using Milling machine,conveying the Milled waste materials to at least for 20 km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers s per MORTH No.111,112, 501
2332
101
236861.24
Providing and laying 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 perClause 502 of MORTH Rev-5
17077
81
1390409.34
Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) 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
17077
18
320022.98
Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) 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
42835
26
1156116.65
Providing, laying 80mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs 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 the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 80mm with mechanical paver to the specified grades and cross sections and consolidated by 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 505 of MORTH rev-5. (Grade-I)
1367
9053
12375847.43
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 (Grade-II)
2787
8366
23317769.94
Providing and laying Bituminous Concrete to 30mm 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 30mm 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 (Grade-II)
2397
10595
25397533.35
Box culvert
-
-
-
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer for Plain Cement Concrete as per MORTH No.111,112,202
-
-
-
Km 22/8
6.53
283
1848.9
Km 23/6
6.53
283
1848.9
Km 25/4
13.05
283
3694.98
Km 27/2
6.53
283
1848.9
Dismantling the Vibrated Cement Concrete M20(nominal mix)using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges baling out water etc complete for Foundation and as per MoRTH Specification 1000, 1500, 1700 & 2100.
-
-
-
Km 26/6
29.4
486
14294.28
Earthwork excavation in all classes of soil except Soft Rock / Kankar not requiring blasting, medium 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 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 AND CUT OF WALL as per MORTH No.111,112,304
-
-
-
Km 22/8
233.38
246
57532.84
Km 23/6
233.38
246
57532.84
Km 25/4
383.34
246
94500.98
Km 26/6
223.7
246
55146.52
Km 27/2
233.38
246
57532.84
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 etc., complete as per relevant standard specifications as directed by the Engineer for Foundation as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
-
-
-
Km 22/8
8.36
6037
50469.32
Km 23/6
8.36
6021
50335.56
Km 25/4
12.51
5989
74922.39
Km 26/6
7.52
5973
44916.96
Km 27/2
8.36
5968
49892.48
Supply and fabrication of Fe 500 Steel required for all RCC items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever 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 directed by the Engineer as per MORTH No. 111, 112, 900, 1000
-
-
-
Km 22/8
3.83
95610
366186.3
Km 23/6
3.83
95610
366186.3
Km 25/4
5.63
95610
538666.74
Km 26/6
2.28
95610
218182.02
Km 27/2
3.83
95610
366186.3
Vibrated Reinforced Cement Concrete M25 (Design Mix) using ISS graded 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 etc., complete as per relevant standard specifications as directed by the Engineer for Foundation as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2200 for Box Culvert
-
-
-
Km 22/8
53.92
12179
656691.68
Km 23/6
53.92
12163
655828.96
Km 25/4
78.04
11356
886222.24
Km 26/6
32.78
10490
343862.2
Km 27/2
53.92
12110
652971.2
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 ixing 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 coat of 75mm uniform thickness over deck slab
-
-
-
Km 22/8
34.06
662
22547.72
Km 23/6
34.06
660
22479.6
Km 25/4
48.47
658
31893.26
Km 26/6
15.5
657
10183.5
Km 27/2
34.06
656
22343.36
Vibrated Cement Concrete M20 (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 etc., complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200 Above sill level
-
-
-
Km 22/8
51.44
7683
395213.52
Km 23/6
51.44
7667
394390.48
Km 25/4
53.36
7627
406976.72
Km 26/6
75.28
7047
530498.16
Km 27/2
51.44
7614
391664.16
Supply of NP3 class RCC pipe with flush joint to a size of 1000mm inner diameter with wall thickness 115mm. to a length of 2.5m in RCC M35 with reinforcement as per table 5 of IS :458:2003 to a ultimate load capacity of 71.58 KN/Linearmeter including cost of conveyance of all matrials and steel including moulding charges, all labour charge, hire charges for all T & P including conveyance and supply of pipe to worksite and other incidental charges etc., as per the specification IS : 458:2003 as per MORTH No. 111, 112, 2900, 900
-
-
-
Km 22/8
10
4276
42768
Km 23/6
10
4276
42768
Km 25/4
10
4276
42768
Km 27/2
10
4276
42768
Hoisting and fixing of 1000 mm dia NP3 pipes to proper gradient including labour and all other incidental charges as directed by the Engineer as per MORTH No.2900
-
-
-
Km 22/8
10
266
2662
Km 23/6
10
266
2662
Km 25/4
10
266
2662
Km 27/2
10
266
2662
Providing and laying Carted Earth having minimum CBR of 10 with lead of _10__ km including cost of earth, conveyance, laying, watering and consolidation etc., complete as directed by the Engineer for forming the Embankment as per MORTH No.111, 112, 305, 900
-
-
-
Km 22/8
85.75
237
20406.79
Km 23/6
85.75
265
22752.05
Km 25/4
85.75
237
20406.79
Km 27/2
85.75
210
18061.52
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.
-
-
-
Km 22/8
41.25
1937
79924.35
Km 23/6
41.25
1937
79924.35
Km 25/4
41.25
1937
79924.35
Km 27/2
41.25
1937
79924.35
Gravel Filling Behind the Clean Good Gritty Gravel including cost and conveyance to site including labour charge for filling in layers, watering, tamping under optimum moisture contents to get the maximum density all incidental charges etc., complete
-
-
-
Km 26/6
21.7
324
7041.65
Slab culvert
-
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure RCC)
-
-
-
Km 28/4
7.91
486
3845.84
Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling 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 ABUTMENTS, PIERS & RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013)
-
-
-
Km 28/4
98.64
387
38173.68
Plain Cement Concrete of grade 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 including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE.Under footing as per 2100 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Km 28/4
7.9
6018
47542.2
Vibrated Cement Concrete of Grade M-20, Nomional 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, etc, complete as per relevant standard specification for FOOTINGS OF ABUTMENT AND RETURN WALLS. as per Section 1500,1700 & 2100 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Km 28/4
62.09
7038
436989.42
Vibrated Cement Concrete of grade 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS ABOVE SILL LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Km 28/4
39.18
9264
362963.52
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 Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Km 28/4
1.86
13150
24459
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.
-
-
-
Km 28/4
4.46
110
490.6
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 DECK SLAB and Safety Kerb. as per Section 1500,1700 & 2300 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Km 28/4
9.76
11804
115207.04
Vibrated Reinforced Cement Concrete M-30, 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. as per Section 811,1700 & 2703.3 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Km 28/4
3.07
18022
55327.54
Vibrated Cement Concrete M20 grade, Nominal Mix using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site 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 PARAPETS OVER RETURN WALL. as per Section 1500 & 1700 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Km 28/4
5.46
13192
72028.32
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.
-
-
-
Km 28/4
3.84
6716
25789.44
Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS size graded HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including all labour charges for mixing concrete, laying, vibrating, and hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of remolded expansion joints and fixing the same in position etc, complete for APPROACH SLAB. as per Section 1500,1700 & 2704 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Km 28/4
9.1
9460
86086
Supply and fabrication of Fe-500 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 over laping to the required length wherever 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 2706 of MORT&H Specficaton (Fifth Revision-2013
-
-
-
Km 28/4
1.95
95610
186439.5
Supply and fabrication of Fe-240 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 over laping to the required length wherever 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. FOR WEARING COAT as Mesh Reinforcement. as per Section 2706 of MORT&H Specficaton (Fifth Revision-201
-
-
-
Km 28/4
0.4
95610
38244
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 remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. as per Section 2702.2 of MORT&H Specficaton
-
-
-
Km 28/4
49.6
656
32537.6
Supplying and fixing GI 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 Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (V Revision)
-
-
-
Km 28/4
2
2498
4996.2
Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014
-
-
-
Km 28/4
22.81
1228
28010.68
Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete(In Deck slab)
-
-
-
Km 28/4
3.62
653
2365.31
Filling behind Abutments and return wall 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 CI.710.1.4 & Appendix 6 of IRC :78-2014
-
-
-
Km 28/4
31.93
343
10951.99
Providing and fixing class1 PVC seepage pipes of 100 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole)
-
-
-
Km 28/4
38.4
192
7392
Painting two coats with Ready mix plastic enamel paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface
-
-
-
Km 28/4
56.38
250
14099.51
Pipe culvert
-
-
-
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer for PCC as per MORTH No.111,112,202
-
-
-
Km 23/10
1.89
486
918.92
Km 24/2
1.84
486
894.61
Km 26/10
4.13
486
2008.01
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 of Body wall and Pipes
-
-
-
Km 23/10
19.55
246
4819.47
Km 24/2
13.14
246
3239.27
Km 26/10
66
246
16270.32
Vibrated Cement Concrete M15 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 for Levelling course below the Body wall
-
-
-
Km 23/10
0.55
6015
3308.45
Km 24/2
0.55
6015
3308.45
Km 26/10
0.99
5967
5907.94
Vibrated Cement Concrete M20 (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 and Above sill Level )
-
-
-
Km 23/10
4.93
9352
46105.95
Km 24/2
4.93
9352
46106
Km 26/10
7.67
8606
66014.92
Supply of NP3 class RCC pipe with flush joint to a size of 1000mm inner diameter with wall thickness 115mm. to a length of 2.5m in RCC M35 with reinforcement as per table 5 of IS :458:2003 to a ultimate load capacity of 71.58 KN/Linearmeter including cost of conveyance of all matrials and steel including moulding charges, all labour charge, hire charges for all T & P including conveyance and supply of pipe to worksite and other incidental charges etc., as per the specification IS : 458:2003 as per MORTH No. 111, 112, 2900, 900
-
-
-
Km 23/10
5
4276
21384
Km 24/2
2.5
4276
10692
Km 26/10
15
4276
64152
Hoisting and fixing of 1000 mm dia NP3 pipes to proper gradient including labour and all other incidental charges as directed by the Engineer as per MORTH No.2900
-
-
-
Km 23/10
5
266
1331
Km 24/2
2.5
266
665.5
Km 26/10
15
266
3993
Filling under the box culvert with stone dust including cost and conveyance of stone dust 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 under the box culvert .
-
-
-
Km 23/10
22.4
256
5740.9
Km 24/2
3.71
256
950.84
Km 26/10
28.67
232
6652.87
RCC Well Protective wall
-
-
-
Blasting and removing the hard rock measured in solid in the foundation and removing the blasted stones and stacking the same for pre-measurement at site including the all other labour and incidental charges including the cost of the blasting materials and all other tools and plants employed etc., complete as per standard specifications for FOUNDATION OF ABUTMENTS, PIERS AND WINGS WALLS
-
-
-
Km 24/2
81
871
70593.93
Benching, Hard rock upto an average of 10cm depth including all albour and incidental charges and hire charges for tools and plants employed etc., complete in the FOUNDATION OF ABUTMENTS AND WING WALLS.
-
-
-
Km 24/2
134
843
113055.8
Providing Fe-550 grade 25mm dowel bars including cost and conveyance of all materials to site drilling 40mm holes in rock and grouting the same with cm 1:2 after placing the 25mm dowel bars etc., complete in the FOUNDATION OF ABUTMENTS AND WING WALLS.
-
-
-
Km 24/2
120
858
102960
Plain Cement Concrete M-15, (Nominal mix ) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost cement at site including portable water, labour charges for mixing, transporting, laying campacting and curing concrete, Tools and Plants and incidental charges such as bailing out water ,maintaining of protectivebunds,cofferdams,shoring,structting etc, complete as per relevant standard specification for LEVELLING COURSE BELOW RETAININGWALL AS PER SECTION 1100 OF MORT&H Specifications (Fifth Revision).
-
-
-
Km 24/2
13.4
6015
80601
Vibrated Reinforced cement concrete M30 (Design mix) using 20mm ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying in all heights and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per relevant specification, as per MORT&H specifications 1000,1500,1600,1700 & 2300 for retainingwall below sill
-
-
-
Km 24/2
68.7
10428
716403.6
Providing and fixing 110 mm dia PVC seepage pipes of requied length for abutments and wngs including cost and conveyance of all materials to work site, cost and labour semi sperical backfill arrangements with 100mm size graniet stone at the periphery and labour charges for fixing etc., complete to drain the backfil as per standard specification as per MORTH No.2706
-
-
-
Km 24/2
120
203
24372
Vibrated Reinforced cement concrete M30 (Design mix) using 20mm ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying in all heights and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per relevant specification, as per MORT&H specifications 1000,1500,1600,1700 & 2300 for STEM OF RCC RETAINING WALLS.
-
-
-
Km 24/2
87.7
13527
1186317.9
Supply and fabrication of Fe 500 Steel required for all RCC items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever 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 directed by the Engineer as per MORTH No. 111, 112, 900, 1000
-
-
-
Km 24/2
7.64
95610
730460.4
Vibrated Cement Concrete of grade M20 (nominal mix 1:1.5:3) using40mm HBG metal including cost and conveyance of all materialsto site and 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, struttingetc., complete as per relevent standard specification for RETAINING WALL PARAPET WALL
-
-
-
Km 24/2
4.05
12535
50766.75
Providing and laying Carted Earth having minimum CBR of 10 with lead of _10__ km including cost of earth, conveyance, laying, watering and consolidation etc., complete as directed by the Engineer for forming the Embankment as per MORTH No.111, 112, 305, 900
-
-
-
Km 24/2
207.7
251
52269.78
PCC Well Protective wall
-
-
-
Earth work excavation in all classes of soils except hard rockrequiring 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 providing and maintaining necessarycofferdams, sheeting, shoring, bracing and their subsequentremoval, removal of all logs, stumps and other deleterious matterand obstructions, trimming bottom of excavation backfilling, andclearing the site and disposal of all surplus materials etc., complete as per relevent standard specification for FOUNDATION OF WELL PROTECTIVE WALL
-
-
-
Km 28/2
20.63
123
2542.85
Km 28/4
20.63
123
2542.85
Km 28/6 (i),(ii)
41.26
123
5085.71
PLain Cement Concrete of grade M15 (nominal mix 1:2:4) using40mm HBG metal including cost and conveyance of all materialsto site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concreteworking at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc., complete as per relevent standard specification for LEVELLING COURSE BELOW WELL PROTECTIVE FOUNDATION FOOTINGS (below sill level)
-
-
-
Km 28/2
6.19
5951
36841.02
Km 28/4
6.19
5941
36775.35
Km 28/6 (i),(ii)
12.38
5941
73550.69
Vibrated Cement Concrete of grade M20 (nominal mix 1:1.5:3) using 40mm HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges for mixing,transporting,laying & curing concrete working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds cofferdams, horing, strutting etc., complete as per relevent standard specification for FOUNDATION OF RETAINING WALLS
-
-
-
Km 28/2
20.63
6140
126686.35
Km 28/4
20.63
6130
126467.47
Km 28/6 (i),(ii)
41.26
6130
252934.94
Vibrated Cement Concrete of grade M20 (nominal mix 1:1.5:3) using 40mm HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, soft water, labour chargesfor mixing, transporting, laying and curing concrete working at depths,Tools & Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc.,complete as per relevent standardspecification for BODY WALL OF WELL PROTECTIVE (Above sill level)
-
-
-
Km 28/2
38.25
8054
308083.48
Km 28/4
38.25
8043
307677.65
Km 28/6 (i),(ii)
76.5
8043
615355.29
Providing and fixing 110 mm dia PVC seepage pipes of requied length for abutments and wngs including cost and conveyance of all materials to work site, cost and labour semi sperical backfill arrangements with 100mm size graniet stone at the periphery and labour charges for fixing etc., complete to drain the backfil as per standard specification as per MORTH No.2706
-
-
-
Km 28/2
19.6
203
3980.76
Km 28/4
19.6
203
3980.76
Km 28/6 (i),(ii)
39.2
203
7961.52
Refilling with excavated earth complying with standard specification for filling in sides of the retaining wall only labour charges etc,complete
-
-
-
Km 28/2
17.54
42
751.59
Km 28/4
17.54
42
751.59
Km 28/6 (i),(ii)
35.08
42
1503.18
Providing and laying Carted Earth having minimum CBR of 10 with lead of _10__ km including cost of earth, conveyance, laying, watering and consolidation etc., complete as directed by the Engineer for forming the Embankment as per MORTH No.111, 112, 305, 900
-
-
-
Km 28/2
8.34
196
1642.56
Km 28/4
8.34
196
1642.56
Km 28/6 (i),(ii)
16.68
196
3285.13
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
100213733
-
Add GST at 18%
1
18038472
-
Total Value put to Tender
1
118252205
-
Difference in Value
1
-
-
Bidder quoted value
1
-
-
Add GST at 18% of Final quoted Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
100213733
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
Evaluation Notes How It Works ?
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