Highways Department Tender
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Highways Department Tender
Bridge Construction
Civil And Construction
Road Construction
Eprocure
Opening Date8 Nov 2024
Closing Date10 Dec 2024
Tender Amount₹ 15,03,30,000
Costs
EMD
₹ 7,65,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening From Two Lane To Four Lane And Strengthening At Km 7 6 8 0 11 0 12 0 13 8 15 0 Of Dindigul Gujiliamparai Karur Road Including Construction Of Culvert At
Description
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Contact
Tender Id
2024_HWAY_499826_1Tender No
MDU No 121 TN No 26 2024 25 HDO Dated 29 10 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavation Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer including compaction by power roller rolling as per MORTH Specification no.111,112,301,305,900 Box Cutting for widening
-
-
-
Road A
8061
123
993598.86
Road A (Paver Block at Km 11/200-11/400(LHS) and Km 11/200-11/550(RHS)
1744
123
214965.44
Road A (Branch Road Improvements at Km 7/10 (LHS) , 11/4(LHS) , 11/8(RHS), 14/6(LHS) & 14/10 (LHS) &14/10 (RHS)
774.29
123
95438.99
Road A (Bus Lay Bay at Km 7/8 (LS & RS), 11/2 (LS & RS), and 14/10 (LS & RS)
990
123
122027.4
Providing compaction of berms using the box cut earth including all hire and fuel charges for power roller for compaction,water sprinkler,including all labour charges for laying, spreading, watering etc., complete as directed by the departmental engineers for making up of low berms
-
-
-
Road A
8061
26
214745.04
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification no.111, 112, 401,900 - for grading- V Material
-
-
-
Road A
4153
2028
8423239.19
Road A (Box Culvert at Km 14/8)
1.23
2028
2494.72
Road A (Box Culvert at Km 14/10)
1.23
2028
2494.72
Road A (Paver Block at Km 11/200-11/400(LHS) and Km 11/200-11/550(RHS)
550
2028
1115526.5
Road A (Branch Road Improvements at Km 7/10 (LHS) , 11/4(LHS) , 11/8(RHS), 14/6(LHS) & 14/10 (LHS) &14/10 (RHS)
244.53
2028
495963.08
Road A (Bus Lay Bay at Km 7/8 (LS & RS), 11/2 (LS & RS), and 14/10 (LS & RS)
307.13
2028
622930.28
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification no.111, 112, 401,900 - for grading- III Material
-
-
-
Road A
2333
2117
4939194.3
Road A (Box Culvert at Km 14/8)
0.7
2117
1481.97
Road A (Box Culvert at Km 14/10)
0.7
2117
1481.97
Road A (Paver Block at Km 11/200-11/400(LHS) and Km 11/200-11/550(RHS)
314.24
2117
665277.5
Road A (Branch Road Improvements at Km 7/10 (LHS) , 11/4(LHS) , 11/8(RHS), 14/6(LHS) & 14/10 (LHS) &14/10 (RHS)
153.61
2117
325207.73
Road A (Bus Lay Bay at Km 7/8 (LS & RS), 11/2 (LS & RS), and 14/10 (LS & RS)
157.5
2117
333443.25
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Vth Revision Specification no.111,112,406,900
-
-
-
Road A
6866
2117
14536695.2
Road A (Box Culvert at Km 14/8)
1.75
2117
3705.1
Road A (Box Culvert at Km 14/10)
1.75
2117
3705.1
Road A (Paver Block at Km 11/200-11/400(LHS) and Km 11/200-11/550(RHS)
785.61
2117
1663293.49
Road A (Branch Road Improvements at Km 7/10 (LHS) , 11/4(LHS) , 11/8(RHS), 14/6(LHS) & 14/10 (LHS) &14/10 (RHS)
384.02
2117
813047.14
Road A (Bus Lay Bay at Km 7/8 (LS & RS), 11/2 (LS & RS), and 14/10 (LS & RS)
393.75
2117
833647.5
Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification no.111,112, 501,502,900- over WMM
-
-
-
Road A
27870
80
2256076.5
Road A (Branch Road Improvements at Km 7/10 (LHS) , 11/4(LHS) , 11/8(RHS), 14/6(LHS) & 14/10 (LHS) &14/10 (RHS)
1536
80
124339.2
Road A (Bus Lay Bay at Km 7/8 (LS & RS), 11/2 (LS & RS), and 14/10 (LS & RS)
1575
80
127496.25
Tack coat - Providing and applying tack coat with bitumen emulsion(RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501, 503,900- over granular surfaces treated with primer
-
-
-
Road A
27870
18
517267.2
Road A (Branch Road Improvements at Km 7/10 (LHS) , 11/4(LHS) , 11/8(RHS), 14/6(LHS) & 14/10 (LHS) &14/10 (RHS)
1536
18
28508.16
Road A (Bus Lay Bay at Km 7/8 (LS & RS), 11/2 (LS & RS), and 14/10 (LS & RS)
1575
18
29232
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501, 503,900 - over bituminous surfaces
-
-
-
Road A
10598
26
284556.3
Road A (Branch Road Improvements at Km 7/10 (LHS) , 11/4(LHS) , 11/8(RHS), 14/6(LHS) & 14/10 (LHS) &14/10 (RHS)
1300.73
26
34924.6
Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading I. MORTH No. 111, 112, 501, 505, 900.
-
-
-
Road A
2214
9422
20860994.34
Road A (Branch Road Improvements at Km 7/10 (LHS) , 11/4(LHS) , 11/8(RHS), 14/6(LHS) & 14/10 (LHS) &14/10 (RHS)
313.94
9616
3018909.83
Bituminous Macadam Grading II Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification No 111,112,501,504,900
-
-
-
Road A
628
8749
5494510.16
Road A (Branch Road Improvements at Km 7/10 (LHS) , 11/4(LHS) , 11/8(RHS), 14/6(LHS) & 14/10 (LHS) &14/10 (RHS)
126.14
8224
1037395.54
Road A (Bus Lay Bay at Km 7/8 (LS & RS), 11/2 (LS & RS), and 14/10 (LS & RS)
78.75
8224
647652.6
Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification no. 111, 112, 507, 900 complete in all respects - Grading II
-
-
-
Road A
1155
10940
12636658.65
Road A (Branch Road Improvements at Km 7/10 (LHS) , 11/4(LHS) , 11/8(RHS), 14/6(LHS) & 14/10 (LHS) &14/10 (RHS)
88.24
10414
918940.18
Road A (Bus Lay Bay at Km 7/8 (LS & RS), 11/2 (LS & RS), and 14/10 (LS & RS)
63
10414
656088.3
Refilling the Excavated Earth including removal and Satisfactory removal disposal of all materials necessary for the construction of Road way and side drains in accordance with the specification and the lines, grads and cross section shown in the drawings or as instructed by the Engineer. inclding compaction by power roller as per MORT & H Specification (Vth Revision) no.111,112,301, 300,900
-
-
-
Road A (Retaining wall at Km 14/2)
141.92
42
6081.27
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 PCC)
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
20.5
486
9967.1
Road A (Widening Slab Culvert at Km 14/2)
28.64
486
13924.77
Road A (Widening Slab Culvert at Km 14/6)
21.65
486
10526.23
Road A (Box Culvert at Km 14/8)
1.77
486
860.57
Road A (Box Culvert at Km 14/10)
0.36
486
175.03
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. (RCC)
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
3
4308
12926.1
Road A (Widening Slab Culvert at Km 14/2)
3
4308
12926.1
Road A (Widening Slab Culvert at Km 14/6)
3
4308
12926.1
Road A (Box Culvert at Km 14/8)
18
4308
77556.6
Road A (Box Culvert at Km 14/10)
18
4308
77556.6
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)
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
130.28
387
50418.36
Road A (Widening Slab Culvert at Km 14/2)
140.24
387
54272.88
Road A (Widening Slab Culvert at Km 14/6)
130.28
387
50418.36
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
-
-
-
Road A (Box Culvert at Km 14/8)
202.11
246
49824.16
Road A (Box Culvert at Km 14/10)
202.11
246
49824.16
Road A (Drain at Km 11/200-11/500 (Both side)
1534.5
289
444038.27
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 OF RETAINING WALL
-
-
-
Road A (Retaining wall at Km 14/2)
125.4
123
15456.8
Supplying and Filling with Stone Dust including cost and conveyance of Stone Dust to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete for drain.
-
-
-
Road A (Drain at Km 11/200-11/500 (Both side)
148.5
312
46452.29
Vibrated Cement Concrete of Grade M-15, Nominal Mix 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 FOUNDATION
-
-
-
Road A (Drain at Km 11/200-11/500 (Both side)
99
5377
532416.06
Plain Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111, 112, 1000, 1500, 1700, 2200, 900 For Leveling Course and Foundation
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
10.86
6130
66571.8
Road A (Widening Slab Culvert at Km 14/2)
11.22
6118
68643.96
Road A (Widening Slab Culvert at Km 14/6)
10.86
6118
66441.48
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
-
-
-
Road A (Box Culvert at Km 14/8)
17.54
6041
105959.84
Road A (Box Culvert at Km 14/10)
17.54
6037
105893.89
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 FOOTINGS OF PCC RETAINING WALL
-
-
-
Road A (Retaining wall at Km 14/2)
34.2
6041
206603.57
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( Below sill). as per Section 1500,1700 & 2100 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
85.82
7221
619706.22
Road A (Widening Slab Culvert at Km 14/2)
92.86
7179
666641.94
Road A (Widening Slab Culvert at Km 14/6)
85.82
7210
618762.2
Road A (Retaining wall at Km 14/2)
61.98
7347
455427.18
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)
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
57.26
9249
529597.74
Road A (Widening Slab Culvert at Km 14/2)
58.74
9165
538352.1
Road A (Widening Slab Culvert at Km 14/6)
57.26
9232
528624.32
Road A (Retaining wall at Km 14/2)
83.15
11642
968108.8
Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for BOX CULVERT BASE SLAB AND WALL
-
-
-
Road A (Box Culvert at Km 14/8)
72.69
12353
898004.99
Road A (Box Culvert at Km 14/10)
72.69
12350
897731.68
Vibrated Reinforced Cement Concrete M25 (Design Mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor but excluding cost and fabrication of steel including cost of form work and labour charges for mixing the concrete, transporting, laying, vibrating, 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 as per standard specification MORTH Rev. V Nos. 1000,1700,2200 for Drain Slabs and Walls.
-
-
-
Road A (Drain at Km 11/200-11/500 (Both side)
523.41
14840
7767660.87
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)
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
6.08
13010
79100.8
Road A (Widening Slab Culvert at Km 14/2)
6.08
12999
79033.92
Road A (Widening Slab Culvert at Km 14/6)
6.08
12962
78808.96
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.
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
9.08
110
998.8
Road A (Widening Slab Culvert at Km 14/2)
9.08
110
998.8
Road A (Widening Slab Culvert at Km 14/6)
9.08
110
998.8
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)
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
12.8
12054
154291.2
Road A (Widening Slab Culvert at Km 14/2)
16.16
12053
194776.48
Road A (Widening Slab Culvert at Km 14/6)
12.8
12009
153715.2
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. as per Section 811,1700 & 2703.3 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
2.16
18157
39219.12
Road A (Widening Slab Culvert at Km 14/2)
2.73
17970
49058.1
Road A (Widening Slab Culvert at Km 14/6)
2.16
18181
39270.96
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)
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
5.46
13146
71777.16
Road A (Widening Slab Culvert at Km 14/2)
5.46
13179
71957.34
Road A (Widening Slab Culvert at Km 14/6)
5.46
13184
71984.64
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.
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
8.84
6603
58370.52
Road A (Widening Slab Culvert at Km 14/2)
8.84
6628
58591.52
Road A (Widening Slab Culvert at Km 14/6)
8.84
6624
58556.16
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)
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
19.32
9315
179965.8
Road A (Widening Slab Culvert at Km 14/2)
19.32
9301
179695.32
Road A (Widening Slab Culvert at Km 14/6)
19.32
9301
179695.32
Supply and fabrication of steel Grade Fe-500 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 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 MORTH Vth Revision Specification No. 1000, 1500, 1600, 900
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
3.84
95610
367142.4
Road A (Widening Slab Culvert at Km 14/2)
4.34
95610
414947.4
Road A (Widening Slab Culvert at Km 14/6)
3.84
95610
367142.4
Road A (Box Culvert at Km 14/8)
5.31
95610
507975.93
Road A (Box Culvert at Km 14/10)
5.31
95610
507975.93
Road A (Drain at Km 11/200-11/500 (Both side)
22.95
95610
2194249.5
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-2013)
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
0.8
95610
76488
Road A (Widening Slab Culvert at Km 14/2)
0.9
95610
86049
Road A (Widening Slab Culvert at Km 14/6)
0.8
95610
76488
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 WING WALLS
-
-
-
Road A (Box Culvert at Km 14/8)
76.69
6963
534027.75
Road A (Box Culvert at Km 14/10)
76.69
6959
533738.63
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 (Fifth Revision-2013)
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
99.36
664
66064.46
Road A (Widening Slab Culvert at Km 14/2)
108.56
664
72094.7
Road A (Box Culvert at Km 14/8)
50.18
664
33324.54
Road A (Box Culvert at Km 14/10)
50.18
663
33305.97
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)
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
2
2498
4996.2
Road A (Widening Slab Culvert at Km 14/2)
2
2498
4996.2
Road A (Widening Slab Culvert at Km 14/6)
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
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
38.69
1369
52966.61
Road A (Widening Slab Culvert at Km 14/2)
38.52
1339
51578.28
Road A (Widening Slab Culvert at Km 14/6)
38.69
1339
51805.91
Road A (Box Culvert at Km 14/8)
47.97
1339
64231.83
Road A (Box Culvert at Km 14/10)
47.97
1339
64231.83
Providing and fixing moulded Bitumen joint pad, for expansion joint including cost of sealing coumpound and priming cost clause 2100 of MORT & H Specification
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
6.74
653
4403.92
Road A (Widening Slab Culvert at Km 14/2)
6.74
653
4403.92
Road A (Widening Slab Culvert at Km 14/6)
6.74
653
4403.92
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
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
109.19
315
34394.85
Road A (Widening Slab Culvert at Km 14/2)
107.6
315
33894
Road A (Widening Slab Culvert at Km 14/6)
109.19
315
34394.85
Road A (Box Culvert at Km 14/8)
71.94
315
22661.1
Road A (Box Culvert at Km 14/10)
71.94
315
22661.1
Providing and fixing class1 PVC seepage pipes 4Kg Per cm2 of 110 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)
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
51.36
192
9886.8
Road A (Widening Slab Culvert at Km 14/2)
52.96
192
10194.8
Road A (Widening Slab Culvert at Km 14/6)
51.36
192
9886.8
Providing and fixing 110mm dia PVC pipes of required length for abutment and wing, including cost and conveyance of all materials to worksite cost and labour charges for fixing etc., complete to drain the back fill in between abutment and wings
-
-
-
Road A (Box Culvert at Km 14/8)
18.67
192
3593.98
Road A (Box Culvert at Km 14/10)
18.67
192
3593.98
Road A (Retaining wall at Km 14/2)
70.2
203
14257.62
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
-
-
-
Road A (Widening Slab Culvert at Km 11/8)
48.92
269
13164.37
Road A (Widening Slab Culvert at Km 14/2)
53.58
250
13400.36
Road A (Widening Slab Culvert at Km 14/6)
48.92
250
12234.89
Construction of cement concrete kerb awith top and bottom width 115 and 165 mm respectively, 325 mm high in M20 grade PCC on M10 grade foundation 150mm thick, foundation having 50 mm projection beyond kerb stone laid with kerb laying machine, foundation concrete laid manually all complete as per clause 408.
-
-
-
Road A (Center median at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )
5172.99
495
2564147.68
Filling carted Earth in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per Cl:407 of MORTH
-
-
-
Road A (Center median at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )
730.59
42
31305.78
Supplying and Filling with Stone Dust including cost and conveyance of Stone Dust to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete for Beding to Blocks
-
-
-
Road A (Paver Block at Km 11/200-11/400(LHS) and Km 11/200-11/550(RHS)
94.27
275
25942.16
6. Supplying and laying of Rubber Moulded Hydraulic pressed Paver Block of 80mm thick with skid resistant over facing surfaces and with appropriate bonds or patterns of laying blocks to the site, labour charges for loading and unloading, laying charges, vibrator plate compactor charges, joint filling charges and all other incidental charges as per IRC: SP:63-2018
-
-
-
Road A (Paver Block at Km 11/200-11/400(LHS) and Km 11/200-11/550(RHS)
3142.44
1569
4931996.73
Providing and fixing of FRP Gratings of 600 x 200 mm size with M.S flats of 25x10 mm for outer frames, 25x6 mm for inner braces and PVC pipe 150 mm dia fixed with mild steel grating, including cost and conveyance of pipes and gratings and fixing them in position.
-
-
-
Road A (Drain at Km 11/200-11/500 (Both side)
110
419
46167
Supply and fixing of Reinforced Cement concrete Man Hole cover 750mm dia including frames EHD 35 as per IRC 50-1999 and IS 12592 as directed by the Departmental officers including labour charges for fixing at every interval of 5m along the drain including all other incidental charges etc.,complete for Drain.
-
-
-
Road A (Drain at Km 11/200-11/500 (Both side)
110
2971
326810
Providing and laying of hot applied thremoplastic compound 2.5mm thick including reflectorising glass beads @ D 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, centre line marking.
-
-
-
Road A (Road Furniture at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )
3340.95
890
2973445.5
Providing and fixing reflective road studs of 'category B' Raised payment markers made out of poly carbonate / SBD moulded body and reflective panels (bi-convex reflectors) with micro prismate lens capable of providing tal internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH 33023/10/97-DO III Dt.11-06-97 and the length height and width of the body shall not be less than 100mm, 15mm amd 90mm and base of marker shall be flate within 1.3mm. The marker shall support a load of 13635Kg tested in accordance with ASTM D4280. Lence shall be moulded of poly carbonate or methyl methecrylate conforming ASTM D788. The area of each retro-reflectory surface shall be 35+5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MORTH & H circular and two cylindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better anchorage.
-
-
-
Road A (Road Furniture at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )
4688
480
2250240
Providing and Fixing of Retro Reflectorised Hazard Marker Traffic 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 thick Aluminium sheet fixed over a back supporting frame of 25mmX25mmX3mm Mild steel angle and supported ona mild steel angle post 75X75X6mm 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 45mmX45mmX60cm 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)
-
-
-
Road A (Road Furniture at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )
30
4000
120000
Supplying and Installation of Delineators (Roadway indicators, hazard markers, object markers)80-100cm above ground level, painted black and white in 15cm, wide strips, fitted with 80x100mm rectangular of 75mm dia circular reflectorised panels at the top, buried or pressed in to the ground and conforming to IRC79 etc., complete(As per MORT&H Specification No.805)
-
-
-
Road A (Road Furniture at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )
30
2400
72000
Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs (with or without definition board) made out of High Intensity Prismatic, Grade Sheeting confirming to IRC 67-2010 and ASTM D 4956-09, Type IV Specification and fixed over 1.5mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 45mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below Ground Level etc, complete including 7 year warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67:2010 Specification (as Per MORT&H Spec. No.801)
-
-
-
Road A (Road Furniture at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )(Retro-Reflectorised Road Signs: (without definition board) (60 cm x 45 cm Rectangular Board)
12
4316
51792
Road A (Road Furniture at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )(Retro-Reflectorised Road Signs: (without definition board) (90 cm Equilateral Triangular Board)
67
5126
343442
Road A (Road Furniture at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )(Retro-Reflectorised Road Signs: (without definition board) (90 cm High octagon Board)
9
8205
73845
Road A (Road Furniture at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )(Retro-Reflectorised Road Signs: (without definition board) (80 cm x 60 cm Rectangular Board)
12
6349
76188
Providing fixing of Median marker double sided made of poly carbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the polycarbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTMG 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10x10cm. The median marker shall have fluorescent yellow retro-reflective sheeting confirming to Type-XI specifications as per ASTMD 4956. Area of reflective sheeting should not be less than 70cm2. Edge of retro reflective shall be concealed using a grill / mesh / similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.
-
-
-
Road A (Road Furniture at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )
1000
470
470000
Providing and erecting of Direction and Place Identification Retro-reflectorised Signs made out of Cube Corner Micro Prismatic Grade Sheeting confirming to Type-XI standards of IRC-67:2012 and ASTMD 4956-09, specification and fixed over 2mm thick Aluminium 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 incharge. Micro Prismatic grade Retro-Reilectro sheet shall consist of minimum co efficient of Retro-reflection as per Table 6.9 of IRC67-2012. The retro-reflective sheeting shall be covered under 10 year warranty issued for field performance and acertified copy of three years outdoor exposure report shall be obtained as per IRC67:2012. (as per MORT&H Specification No.801) (For location of black spot, curve, sharpbend, junction, ghat roads and critica lzone applications)
-
-
-
Road A (Road Furniture at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )
16.2
14355
232551
Solar Blinkers , Supplying of solar power blinker, Including Solar panel 600Wp, Solar LED Blinker with 300mm Dia (LED-192 no's) - Red and Yellow, Charge Controller - 12V/SA,SMF 40 AH I 12V Battery, Visible Distance - 1000 Meters, 24 hours operation, Battery Enclosure, Panel Mounting Structure, Mounting Brackets and Other accessories, pole height 17'feet. Civil Works: ( Including Land Levelling, Cleaning and digging pits & concrete post grounding) Erection And Commissioning Work: Pole erection and levelling of pole, Testing and connection of batters, charger controller and solar panel wiring work
-
-
-
Road A (Road Furniture at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )
10
25000
250000
Providing and fixing of Retro Reflectorized Over head Cantilever Informatory sign made of cube corner Micro Prismatic grade sheeting conforming to TypeXI standards of IRC 67-2012 and ASTMD 4956-09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mmx 50mmx6mm. The Vertical support post for the installation of over head sign Gantry shall be made of 300 NB (NominalBore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (NominalBore) MS Pipe with 4mm thick and 40NB (NominalBore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mmx1200mmx25mm and MS Top plate of size 900mmx1650mmx16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co- efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC 67-2012. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL2801 standards. The retro-reflective sheeting shall be covered under 10 years 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). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to work site, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in- charge etc., complete.
-
-
-
Road A (Road Furniture at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )
3
540490
1621470
Providing and fixing of Retro Reflectorized Sign Boards made out of cube comer micro prismatic grade Fluorescent Coloured sheeting of Type-Xl standards of IRC 67-2012 and ASTMD 4956-09 specification, Digitally Printed using Latex printing for traffic colour, text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates, fixed over 2 mm Aluminium sheet with back supporting frame of 50x50x6mm MildSteel ‘L’ angle and supported on a 150NB (NominalBore) pipe with 4.50mm thick with an over all height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m below groundlevel. 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 of size 450x450x1100 mm including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. The Microprismatic Fluorescent Coloured sheeting should have minimum co-efficient of Retro-reflection values as per table 6.90 of IRC67-2012. The retro-reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3years outdoor exposure report shall be obtained as perIRC67-2012. The warranty shall be inclusive of digitally printed test / legends and their bonding to the retro-reflective sheeting(as per MorT&H specificationno.801). The Latex printer used for digital printing should have inks of low VOC emissions and have green guard, eco logo certificates as per UL2801 standards. of Size-3.64mx2.42m
-
-
-
Road A (Road Furniture at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )
3
151502
454506
Providing and fixing of Digitally printed Retro-Reflectorized sign board using UV Inkjet printer made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-2012 and ASTM D 4956-09 specification, Digitally printed using UV inkjet printer (UVIJ) for traffic colour images/logos/ text and laminated with clear electro cuttable film and applied to properly prepared sign substrates, fixed over 2mm thick Aluminium sheet with back supporting frame of size 50mm x 50mm x6mm MS angle and supported on 2 numbers of 150NB(Nominal Bore) MS pipes of 4.50mm thck with an overall height covering from top of the board to the bottom of foundation. The clear height of the posts from the ground level to the bottom of the sign board shall not be less than 2.10m and the depth below ground level shall not be less than 1.10m. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with cement concrete M15 grade of size 45cm x 45cm x 110cm including cost and conveyance of all materials equipment, machinery and labour with all leads and lifts, loading charges and fixing in position for satisfactory completion of the work as directed by the engineer in charge etc., The micro prismatic grade retro - refletor sheet should have minimum co-efficient of Retro-reflection values as per Table 6.9 of IRC 67-2012. The retro - reflective sheeting shall be covered under 10 years warranty issued for field performance as per IRC 67-2012 and a certified copy of 3 years outdoor exposure report shall be obtained. The warranty shall be inclusive of digitally printed images/logos/text/ legends and their bonding to the retro - reflective sheeting (as per MORT&H specification No.801)
-
-
-
Road A (Road Furniture at km 7/6 - 8/0 , 11/0 - 12/0 & 13/8 - 15/0 )
3
157550
472650
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
127395549
-
Add GST at 18%
1
22931199
-
Total Value put to Tender
1
150326748
-
Excess/Less Percentage
1
-
-
Final Value
1
-
-
Add GST at 18% of Final Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
127395549
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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