Rural Management And Development Department Tender
View complete overview of Sikkim Rural Management And Development Department Tender
Rural Management And Development Department Tender
Eprocure
Opening Date1 Feb 2024
Closing Date19 Feb 2024
Tender Amount₹ 22,34,01,000
Costs
EMD
₹ 55,85,025Document Cost
₹ 2,00,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CESDA_131703_3Bid Award Id
ViewTender No
SKVVPTender Authority
Rural Management And Development Department ViewPurchaser Address
-Website
http://pmgsytenders.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
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
6733.71
1725311
256.22
Sub Grade
7020
1798664
256.22
Earthen Shoulder
877.5
224833
256.22
Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
2487.71
5029683
2021.81
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
2303.44
5234124
2272.31
Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502
15356.25
703469
45.81
Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503
15356.25
234336
15.26
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
614.25
6734047
10963.04
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
929.64
559389
601.73
Loading & Unloading
929.64
156912
168.79
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone Chips
-
-
-
Carriage on Surface road
4018.6
500275
124.49
Loading & Unloading
2184.02
117937
54
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone
-
-
-
Carriage on Surface road
14390.03
1254091
87.15
Loading & Unloading
6540.92
706419
108
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
429.49
106939
248.99
Loading & Unloading
233.42
25209
108
Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead up to 1000 meters.
35464.31
4990891
140.73
Excavation in hilly areas in ordinary rock not requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 meters.
22568.19
5273735
233.68
Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and stacking of cut material with all lifts and lead upto 50 meters.
6448.06
10469515
1623.67
Provision for throwing of spoils obtain from hill cutting within 5 km radius from work site to dumping area.
-
-
-
Haulage distance
77376.67
1605565
20.75
Loading & Unloading
38688.33
2089169
54
Providing and fixing of typical masonry VVP informatory sign board with Logo as per MORD specifications and drawing. Brick masonry board with writting area 1.5mx0.9m and 0.115m border. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 of MoRD etc. complete and as per direction of the Engineer -in- charge.
-
-
-
Informatory Sign board with Logo
1
13746
13746.23
Fixing of citizen board
1
13746
13746.23
Maintenance Information board
1
13746
13746.23
i) 900mm equilateral triangle
18
86211
4789.54
ii) 600mm Circular
14
67053
4789.54
Reinforced cement concrete M15 grade Kilomitre stoneof Standard design as per IRC:8 fixing in position including painting, lettering in accordance with the specifications Clause 1703 of MoRD . etc. complete and as per direction of the Engineer -in- charge.
-
-
-
Fixing of Ordinary KM stone
4
9873
2468.32
Fixing of 200mtr stone
16
9110
569.41
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
807.5
135199
167.43
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
168
733714
4367.35
Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge.
780
1388392
1779.99
Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of the Engineer- in - Charge.
3120
3164725
1014.34
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
292
72705
248.99
Loading & Unloading
292
49286
168.79
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone Chips
-
-
-
Carriage on Surface road
419.08
104346
248.99
Loading & Unloading
227.76
12299
54
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone
-
-
-
Carriage on Surface road
839.59
104520
124.49
Loading & Unloading
456.3
24640
54
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
1321.32
115153
87.15
Loading & Unloading
600.6
32432
54
Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 50 meters.
860.4
403751
469.26
Providing and laying. Coarse Rubble Stone Masonry in 1:4:8 c.c. ( 1 cement, 4 sand, 8 clean hard graded stone chips of size 40mm and down) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down), and curing etc, complete as per the direction of Engineer in Charge excluding the cost of carriage of materials.
553.88
2569781
4639.6
Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
244.58
1456770
5956.26
Providing and Laying. Random Rubble Stone Masonry in 1:4:8 c.c. (1cement, 4 sand, 8 clean hard graded stone chips of 40 mm nominal gauge) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down), curing etc , complete as per the direction of Engineer in Charge excluding the cost of carriage of materials.
217.19
1267761
5837.16
Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire.
354
1009721
2852.32
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
429
552393
1287.63
Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
41.7
20769
498.08
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
1903.81
2436932
1280.03
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
888.56
221242
248.99
Loading & Unloading
888.56
149979
168.79
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone Chips
-
-
-
Carriage on Surface road
1968.85
490224
248.99
Loading & Unloading
96.38
5204
54
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone
-
-
-
Carriage on Surface road
500.67
62328
124.49
Loading & Unloading
272.11
14693
54
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
6071.83
529160
87.15
Loading & Unloading
2759.92
149035
54
Providing and laying hand packed stone soling with clean hard selected stones, all complete.
36.46
65256
1789.8
Providing and Laying in position cement concrete of 1:2:4 mix including compacting curing etc all complete.
34.02
203514
5982.19
Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
522.82
3215829
6150.93
Providing and Laying in position 1:1.5:3 reinforced cement concrete excluding the cost of form work, finishing and reinforcements i/c compacting ,curing etc. all complete.
46.08
317874
6898.32
Supplying, bending and placing in position tor steel reinforcement i/c straightening, cutting, bending in all R.C.C works including cost of binding wires, all complete.
19.78
183803
9294.29
Providing and laying hand packed stone filling with clean hard selected stones and mixed filling i/c consolidation by ramming etc., all complete.
142.98
183018
1280.03
Providing and laying hand packed stone filling with clean hard selected stones and mixed filling i/c consolidation by ramming etc., all complete.
130.72
25168
192.53
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
120.88
30097
248.99
Loading & Unloading
111.44
18810
168.79
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone Chips
-
-
-
Carriage on Surface road
284.44
70822
248.99
Loading & Unloading
18.68
1008
54
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone
-
-
-
Carriage on Surface road
1411.6
175730
124.49
Loading & Unloading
52.88
2855
54
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
67.28
8375
124.49
Loading & Unloading
801.32
43271
54
70m Span Steel Bridge Over Bay Kyong
-
-
-
(ii) Excavation in Hilly Areas in Soil by mechanical means.
-
-
-
(A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
2100
295533
140.73
Construction of Embankment with material obtained from Roadway cutting
-
-
-
Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5
180
15526
86.26
Compacting Original Ground.
-
-
-
(ii) Compacting original ground supporting subgrade.
-
-
-
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.
600
42810
71.35
Granular Sub-Base with well graded material (Table 400.1)
-
-
-
(A) By Mix in Place Method.
-
-
-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.
-
-
-
(i) For Grading I Material.
75
111440
1485.87
Water Bound Macadam with Crushable Screenings
-
-
-
(2) WBM Grading 2
-
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
-
-
-
(A) By manual means.
45
81658
1814.63
(3) WBM Grading 3
-
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
-
-
-
(A) By manual means.
45
87226
1938.36
Prime Coat
-
-
-
(i) Low porosity
-
-
-
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
462.5
21187
45.81
Tack Coat
-
-
-
(iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.
462.5
7057
15.26
20mm thick Open-Graded Premix Carpet
-
-
-
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
-
-
-
By Manual Means
462.5
78028
168.71
Seal Coat
-
-
-
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
-
-
-
Type B(ii) Bitumen (S-65)
462.5
24512
53
Construction of earthen shoulder.
-
-
-
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.
45.38
11625
256.22
Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means
-
-
-
i) Loading of aggregates
211.44
22835
108
ii) Loading of sand
31.53
1702
54
Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means
-
-
-
iii) Unloading of aggregates
211.44
11417
54
iii) Unloading of sand
31.53
992
31.48
Loading and unloading of Bitumen drums by manual means including a lead upto 30m
-
-
-
i) Loading of Bitumen drums by manual means including a lead upto 30m
2.07
350
168.79
ii) Unloading of Bitumen drums by manual means including a lead upto 30m
2.07
302
145.69
Haulage excluding Loading and Unloading
-
-
-
Haulage of materials by tipper excluding cost of loading, unloading and stacking
-
-
-
Case-I : Surfaced road
-
-
-
a) Sand lead distance 105 Km
3480
14442
4.15
b) Aggregates ad distance 105 Km
22080
91632
4.15
c) Bitumen ad distance 190 Km
280.02
1162
4.15
Case-III : Katcha Track
-
-
-
a) Sand lead distance 15Km
870
8734
10.04
b) Aggregates lead distance 15 Km
5520
55420
10.04
c) Bitumen lead distance 0.0 Km
-
-
-
Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.
-
-
-
I. Ordinary soil (upto 3m depth)
540
253400
469.26
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.
-
-
-
I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing)
54.1
272621
5039.22
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
-
-
-
II. Course rubble masonry (2nd sort)
948.7
4680411
4933.5
Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
480
618062
1287.63
Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4
-
-
-
I. Random rubble masonry
16.9
77879
4608.27
Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204
156.2
3006
19.25
Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11
125
44118
352.95
Loading and unloading by manual means
-
-
-
i) Loading of masonry stone
1120
120960
108
i) Loading of aggregates
634
68472
108
ii) Loading of sand
368
19872
54
Loading and unloading by Mechanical means
-
-
-
iii) Unloading of masonry stone
1120
60480
54
iii) Unloading of aggregates
634
34236
54
iii) Unloading of sand
368
19872
54
Loading and unloading of cement by manual means
-
-
-
i) Loading of cement
180
26663
148.13
ii) Unloading of cement
180
26663
148.13
Haulage of materials by tipper excluding cost of loading, unloading and stacking
-
-
-
Case-I : Surfaced road
-
-
-
a) Sand lead distance 105 Km
42000
174300
4.15
b) Aggregates lead distance 105 Km
66000
273900
4.15
c) Cement lead distance 95 Km
9900
41085
4.15
d) Masonry stone lead distance 105 Km
81780
339387
4.15
Case-III : Katcha Track
-
-
-
a) Sand lead distance 15 Km
10500
105420
10.04
b) Aggregates lead distance 15 Km
16500
165660
10.04
c) Cement lead distance 0.0 Km
-
-
-
d) Masonry stone lead distance 5.0Km
6815
68422
10.04
Foundation
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps ,Dewatering,Shoring and shuttering and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
Ordinary soil
-
-
-
Upto 3 m depth
1738.8
379058
218
3 m to 6 m depth
918
284625
310.05
Ordinary rock
1159.2
319475
275.6
Hard rock (requiring blasting)
1159.2
779979
672.86
Hard rock (blasting prohibited)
155.25
93646
603.2
Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
-
-
-
P.C.C grade M 15 (Nominal mix 1:2.5:5)
117
591053
5051.74
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
P.C.C grade M 15
-
-
-
Nominal mix (1:2.5:5)
37.33
182768
4895.75
R.C.C. grade M 30
288
2042262
7091.19
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
46.08
4193889
91013.22
Sub Structure
-
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
For height upto 5 m
-
-
-
R.C.C. grade M30
70.35
530272
7537.53
For height 5 to 10 m
52.76
408911
7749.96
For heightabove 10 m
52.76
424819
8051.47
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
28.24
2577409
91258.36
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
160
324252
2026.58
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
Granular material
385.22
522550
1356.5
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
128.93
166011
1287.63
Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.
1320
660000
500
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
-
-
-
Super Structure
-
-
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
R.C.C. Grade M 30
168.02
1417273
8435.35
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
21
1951987
92942.91
Providing steel R.S.Js/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6
313.21
44408338
141785
Drainage spouts complete as per drawing and technical specifications Clause 1209
28
43671
1559.69
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
-
-
-
Nominal mix (1:2.5:5)
6.33
29784
4707.45
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
11.55
137110
11871.01
Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
13
61205
4708.13
Filler Joint
-
-
-
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
11
2020
183.68
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
22.29
173339
7776.89
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
-
-
-
(i) Bitumen (S-90)
445.78
81942
183.82
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
-
-
-
By Manual Means
-
-
-
Case - II : Type B
-
-
-
(I) Bitumen (S-90)
445.78
25739
57.74
River Bank Protection Work
-
-
-
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
-
-
-
For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall
946.81
2012754
2125.83
Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H
1
7249852
7249852.58
Load Carrying capacity of bridge as guide line of IRC SP 037-2010
1
628133
628133.13
Loading of stone aggregates
-
-
-
M15 grade concrete
128.53
13880
108
M25 grade concrete
10.4
1122
108
M30 grade concrete
568.7
61419
108
Bituminous Macadam
25.23
2724
108
Premix carpet
12.04
1299
108
Seal coat
2.68
288
108
Unloading of stone aggregates
-
-
-
M15 grade concrete
128.53
6940
54
M25 grade concrete
10.4
561
54
M30 grade concrete
568.7
30709
54
Bituminous Macadam
25.23
1362
54
Premix carpet
12.04
649
54
Seal coat
-
-
-
Loading of sand
-
-
-
M15 grade concrete
77.12
4164
54
M25 grade concrete
5.2
280
54
M30 grade concrete
284.35
15355
54
Bituminous Macadam
6.31
340
54
Seal coat
2.68
144
54
Unloading of sand
-
-
-
M15 grade concrete
77.12
4164
54
M25 grade concrete
5.2
280
54
M30 grade concrete
284.35
15355
54
Bituminous Macadam
6.31
340
54
Seal coat
-
-
-
Loading of cement and stacking
-
-
-
M15 grade concrete
44.18
6544
148.13
M25 grade concrete
4.67
691
148.13
M30 grade concrete
271.71
40248
148.13
Unloading of cement and stacking
-
-
-
M15 grade concrete
51.41
7615
148.13
M25 grade concrete
7.05
1043
148.13
M30 grade concrete
448.64
66457
148.13
Loading steel and stacking
100.09
14826
148.13
Unloading steel and stacking
100.09
14826
148.13
Loading Bitumen Drums and stacking
-
-
-
Bituminous Macadam
1.61
270
168.79
Premix carpet
0.65
109
168.79
Seal coat
0.3
51
168.79
Unloading Bitumen Drums and stacking
-
-
-
Bituminous Macadam
1.61
233
145.69
Premix carpet
0.65
94
145.69
Seal coat
0.3
44
145.69
Cost of Haulage Excluding Loading and Unloading
-
-
-
Surfaced Road
-
-
-
a) Cement lead distance 95 Km
17630.87
73168
4.15
b) Stone Aggregates lead distance 105 Km
44854.03
186144
4.15
c) Sand lead distance 105 Km
22538.88
93536
4.15
d) Steel lead distance 95 Km
5505
22845
4.15
e) Bitumen lead distance 190 Km
345.43
1433
4.15
Unsurface road
-
-
-
a) Cement lead distance 0.0 Km
-
-
-
b) Stone Aggregates lead distance 15 Km
3625.87
36403
10.04
c) Sand lead distance 15 Km
2271.86
22809
10.04
d) Steel lead distance 0.0 Km
-
-
-
e) Bitumen lead distance 0.0 Km
-
-
-
30m Span Steel Bridge Over Nodlyong Kyong
-
-
-
(ii) Excavation in Hilly Areas in Soil by mechanical means.
-
-
-
(A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
2100
295533
140.73
Construction of Embankment with material obtained from Roadway cutting
-
-
-
Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5
180
15526
86.26
Compacting Original Ground.
-
-
-
(ii) Compacting original ground supporting subgrade.
-
-
-
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.
600
42810
71.35
Granular Sub-Base with well graded material (Table 400.1)
-
-
-
(A) By Mix in Place Method.
-
-
-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.
-
-
-
(i) For Grading I Material.
75
111440
1485.87
Water Bound Macadam with Crushable Screenings
-
-
-
(2) WBM Grading 2
-
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
-
-
-
(A) By manual means.
45
81658
1814.63
(3) WBM Grading 3
-
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
-
-
-
(A) By manual means.
45
87226
1938.36
Prime Coat
-
-
-
(i) Low porosity
-
-
-
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
462.5
21187
45.81
Tack Coat
-
-
-
(iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.
462.5
7057
15.26
20mm thick Open-Graded Premix Carpet
-
-
-
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
-
-
-
By Manual Means
462.5
78028
168.71
Seal Coat
-
-
-
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
-
-
-
Type B(ii) Bitumen (S-65)
462.5
24512
53
Construction of earthen shoulder.
-
-
-
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.
45.38
11625
256.22
Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means
-
-
-
i) Loading of aggregates
211.44
22835
108
ii) Loading of sand
31.53
1702
54
Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means
-
-
-
iii) Unloading of aggregates
211.44
11417
54
iii) Unloading of sand
31.53
992
31.48
Loading and unloading of Bitumen drums by manual means including a lead upto 30m
-
-
-
i) Loading of Bitumen drums by manual means including a lead upto 30m
2.07
350
168.79
ii) Unloading of Bitumen drums by manual means including a lead upto 30m
2.07
302
145.69
Haulage excluding Loading and Unloading
-
-
-
Haulage of materials by tipper excluding cost of loading, unloading and stacking
-
-
-
Case-I : Surfaced road
-
-
-
a) Sand lead distance 105 Km
3480
14442
4.15
b) Aggregates ad distance 105 Km
22080
91632
4.15
c) Bitumen ad distance 190 Km
280.02
1162
4.15
Case-III : Katcha Track
-
-
-
a) Sand lead distance 15Km
870
8734
10.04
b) Aggregates lead distance 15 Km
5520
55420
10.04
c) Bitumen lead distance 0.0 Km
-
-
-
Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.
-
-
-
I. Ordinary soil (upto 3m depth)
270
126700
469.26
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.
-
-
-
I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing)
27.05
136310
5039.22
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
-
-
-
II. Course rubble masonry (2nd sort)
474.35
2340205
4933.5
Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
240
309031
1287.63
Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4
-
-
-
I. Random rubble masonry
8.45
38939
4608.27
Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204
78.1
1503
19.25
Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11
62.5
22059
352.95
Loading and unloading by manual means
-
-
-
i) Loading of masonry stone
560
60480
108
i) Loading of aggregates
317
34236
108
ii) Loading of sand
184
9936
54
Loading and unloading by Mechanical means
-
-
-
iii) Unloading of masonry stone
560
30240
54
iii) Unloading of aggregates
317
17118
54
iii) Unloading of sand
184
9936
54
Loading and unloading of cement by manual means
-
-
-
i) Loading of cement
90
13331
148.13
ii) Unloading of cement
90
13331
148.13
Haulage of materials by tipper excluding cost of loading, unloading and stacking
-
-
-
Case-I : Surfaced road
-
-
-
a) Sand lead distance 105 Km
21000
87150
4.15
b) Aggregates lead distance 105 Km
33000
136950
4.15
c) Cement lead distance 95 Km
4950
20542
4.15
d) Masonry stone lead distance 105 Km
40890
169693
4.15
Case-III : Katcha Track
-
-
-
a) Sand lead distance 15 Km
5250
52710
10.04
b) Aggregates lead distance 15 Km
8250
82830
10.04
c) Cement lead distance 0.0 Km
-
-
-
d) Masonry stone lead distance 5.0Km
3407.5
34211
10.04
Foundation
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps ,Dewatering,Shoring and shuttering and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
Ordinary soil
-
-
-
Upto 3 m depth
1356.79
295780
218
3 m to 6 m depth
647.45
200740
310.05
Ordinary rock
904.53
249287
275.6
Hard rock (requiring blasting)
904.53
608620
672.86
Hard rock (blasting prohibited)
43.68
26346
603.2
Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
-
-
-
P.C.C grade M 15 (Nominal mix 1:2.5:5)
106.4
537505
5051.74
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
P.C.C grade M 15
-
-
-
Nominal mix (1:2.5:5)
25.32
123945
4895.75
R.C.C. grade M 30
145.35
1030704
7091.19
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
21.8
1984361
91013.22
Sub Structure
-
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
For height upto 5 m
-
-
-
R.C.C. grade M30
57.77
435465
7537.53
For height 5 to 10 m
43.33
335798
7749.96
For heightabove 10 m
43.33
348862
8051.47
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
21.8
1989340
91258.36
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
160
324252
2026.58
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
Granular material
320.21
434364
1356.5
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
116.72
150297
1287.63
Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.
910
455000
500
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
-
-
-
Super Structure
-
-
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
R.C.C. Grade M 30
68.83
580622
8435.35
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
8.6
799680
92942.91
Providing steel R.S.Js/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6
94.61
13413995
141785
Drainage spouts complete as per drawing and technical specifications Clause 1209
12
18716
1559.69
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
-
-
-
Nominal mix (1:2.5:5)
6.33
29784
4707.45
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
11.55
137110
11871.01
Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
13
61205
4708.13
Filler Joint
-
-
-
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
11
2020
183.68
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
11.28
87684
7776.89
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
-
-
-
(i) Bitumen (S-90)
225.5
41451
183.82
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
-
-
-
By Manual Means
-
-
-
Case - II : Type B
-
-
-
(I) Bitumen (S-90)
225.5
13020
57.74
River Bank Protection Work
-
-
-
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
-
-
-
For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall
1044.21
2219804
2125.83
Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H
1
2277792
2277792.13
Load Carrying capacity of bridge as guide line of IRC SP 037-2010
1
247159
247159.2
Loading of stone aggregates
-
-
-
M15 grade concrete
110.44
11926
108
M25 grade concrete
10.4
1122
108
M30 grade concrete
322.75
34857
108
Bituminous Macadam
12.76
1378
108
Premix carpet
6.09
657
108
Seal coat
1.35
146
108
Unloading of stone aggregates
-
-
-
M15 grade concrete
110.44
5963
54
M25 grade concrete
10.4
561
54
M30 grade concrete
322.75
17428
54
Bituminous Macadam
12.76
689
54
Premix carpet
6.09
328
54
Seal coat
-
-
-
Loading of sand
-
-
-
M15 grade concrete
66.26
3578
54
M25 grade concrete
5.2
280
54
M30 grade concrete
161.38
8714
54
Bituminous Macadam
3.19
172
54
Seal coat
1.35
73
54
Unloading of sand
-
-
-
M15 grade concrete
66.26
3578
54
M25 grade concrete
5.2
280
54
M30 grade concrete
161.38
8714
54
Bituminous Macadam
3.19
172
54
Seal coat
-
-
-
Loading of cement and stacking
-
-
-
M15 grade concrete
37.96
5623
148.13
M25 grade concrete
4.67
691
148.13
M30 grade concrete
154.2
22842
148.13
Unloading of cement and stacking
-
-
-
M15 grade concrete
44.17
6543
148.13
M25 grade concrete
7.05
1043
148.13
M30 grade concrete
254.62
37716
148.13
Loading steel and stacking
54.82
8119
148.13
Unloading steel and stacking
54.82
8119
148.13
Loading Bitumen Drums and stacking
-
-
-
Bituminous Macadam
0.81
137
168.79
Premix carpet
0.33
55
168.79
Seal coat
0.15
25
168.79
Unloading Bitumen Drums and stacking
-
-
-
Bituminous Macadam
0.81
118
145.69
Premix carpet
0.33
47
145.69
Seal coat
0.15
22
145.69
Cost of Haulage Excluding Loading and Unloading
-
-
-
Surfaced Road
-
-
-
a) Cement lead distance 95 Km
10825.75
44926
4.15
b) Stone Aggregates lead distance 105 Km
27827.19
115482
4.15
c) Sand lead distance 105 Km
14242.69
59107
4.15
d) Steel lead distance 95 Km
3014.87
12511
4.15
e) Bitumen lead distance 190 Km
174.74
725
4.15
Unsurface road
-
-
-
a) Cement lead distance 0.0 Km
-
-
-
b) Stone Aggregates lead distance 15 Km
3153.67
31662
10.04
c) Sand lead distance 15 Km
1972.26
19801
10.04
d) Steel lead distance 0.0 Km
-
-
-
e) Bitumen lead distance 0.0 Km
-
-
-
30m SpanSteel Bridge Over Komko Kyong
-
-
-
(ii) Excavation in Hilly Areas in Soil by mechanical means.
-
-
-
(A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
2100
295533
140.73
Construction of Embankment with material obtained from Roadway cutting
-
-
-
Construction of Embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5
180
15526
86.26
Compacting Original Ground.
-
-
-
(ii) Compacting original ground supporting subgrade.
-
-
-
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2.
600
42810
71.35
Granular Sub-Base with well graded material (Table 400.1)
-
-
-
(A) By Mix in Place Method.
-
-
-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.
-
-
-
(i) For Grading I Material.
75
111440
1485.87
Water Bound Macadam with Crushable Screenings
-
-
-
(2) WBM Grading 2
-
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
-
-
-
(A) By manual means.
45
81658
1814.63
(3) WBM Grading 3
-
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
-
-
-
(A) By manual means.
45
87226
1938.36
Prime Coat
-
-
-
(i) Low porosity
-
-
-
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
462.5
21187
45.81
Tack Coat
-
-
-
(iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.
462.5
7057
15.26
20mm thick Open-Graded Premix Carpet
-
-
-
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
-
-
-
By Manual Means
462.5
78028
168.71
Seal Coat
-
-
-
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
-
-
-
Type B(ii) Bitumen (S-65)
462.5
24512
53
Construction of earthen shoulder.
-
-
-
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.
45.38
11625
256.22
Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means
-
-
-
i) Loading of aggregates
211.44
22835
108
ii) Loading of sand
31.53
1702
54
Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means
-
-
-
iii) Unloading of aggregates
211.44
11417
54
iii) Unloading of sand
31.53
992
31.48
Loading and unloading of Bitumen drums by manual means including a lead upto 30m
-
-
-
i) Loading of Bitumen drums by manual means including a lead upto 30m
2.07
350
168.79
ii) Unloading of Bitumen drums by manual means including a lead upto 30m
2.07
302
145.69
Haulage excluding Loading and Unloading
-
-
-
Haulage of materials by tipper excluding cost of loading, unloading and stacking
-
-
-
Case-I : Surfaced road
-
-
-
a) Sand lead distance 105 Km
3480
14442
4.15
b) Aggregates ad distance 105 Km
22080
91632
4.15
c) Bitumen ad distance 190 Km
280.02
1162
4.15
Case-III : Katcha Track
-
-
-
a) Sand lead distance 15Km
870
8734
10.04
b) Aggregates lead distance 15 Km
5520
55420
10.04
c) Bitumen lead distance 0.0 Km
-
-
-
Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.
-
-
-
I. Ordinary soil (upto 3m depth)
270
126700
469.26
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.
-
-
-
I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing)
27.05
136310
5039.22
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
-
-
-
II. Course rubble masonry (2nd sort)
474.35
2340205
4933.5
Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
240
309031
1287.63
Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4
-
-
-
I. Random rubble masonry
8.45
38939
4608.27
Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as per drawing and technical specification clauses 613.4 and 1204
78.1
1503
19.25
Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11
62.5
22059
352.95
Loading and unloading by manual means
-
-
-
i) Loading of masonry stone
560
60480
108
i) Loading of aggregates
317
34236
108
ii) Loading of sand
184
9936
54
Loading and unloading by Mechanical means
-
-
-
iii) Unloading of masonry stone
560
30240
54
iii) Unloading of aggregates
317
17118
54
iii) Unloading of sand
184
9936
54
Loading and unloading of cement by manual means
-
-
-
i) Loading of cement
90
13331
148.13
ii) Unloading of cement
90
13331
148.13
Haulage of materials by tipper excluding cost of loading, unloading and stacking
-
-
-
Case-I : Surfaced road
-
-
-
a) Sand lead distance 105 Km
21000
87150
4.15
b) Aggregates lead distance 105 Km
33000
136950
4.15
c) Cement lead distance 95 Km
4950
20542
4.15
d) Masonry stone lead distance 105 Km
40890
169693
4.15
Case-III : Katcha Track
-
-
-
a) Sand lead distance 15 Km
5250
52710
10.04
b) Aggregates lead distance 15 Km
8250
82830
10.04
c) Cement lead distance 0.0 Km
-
-
-
d) Masonry stone lead distance 5.0Km
3407.5
34211
10.04
Foundation
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps ,Dewatering,Shoring and shuttering and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
Ordinary soil
-
-
-
Upto 3 m depth
1439.1
313723
218
3 m to 6 m depth
704.7
218492
310.05
Ordinary rock
959.4
264410
275.6
Hard rock (requiring blasting)
959.4
645541
672.86
Hard rock (blasting prohibited)
110
66352
603.2
Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
-
-
-
P.C.C grade M 15 (Nominal mix 1:2.5:5)
106.4
537505
5051.74
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
P.C.C grade M 15
-
-
-
Nominal mix (1:2.5:5)
25.32
123945
4895.75
R.C.C. grade M 30
145.35
1030704
7091.19
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
21.8
1984361
91013.22
Sub Structure
-
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
For height upto 5 m
-
-
-
R.C.C. grade M30
58.13
438171
7537.53
For height 5 to 10 m
43.6
337890
7749.96
For heightabove 10 m
43.6
351036
8051.47
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
21.9
1998193
91258.36
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
160
324252
2026.58
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
Granular material
320.21
434364
1356.5
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
116.72
150297
1287.63
Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.
910
455000
500
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
-
-
-
Super Structure
-
-
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
R.C.C. Grade M 30
68.83
580622
8435.35
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
8.6
799680
92942.91
Providing steel R.S.Js/ built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6
94.61
13413995
141785
Drainage spouts complete as per drawing and technical specifications Clause 1209
12
18716
1559.69
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
-
-
-
Nominal mix (1:2.5:5)
6.33
29784
4707.45
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
11.55
137110
11871.01
Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
13
61205
4708.13
Filler Joint
-
-
-
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
11
2020
183.68
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
11.28
87684
7776.89
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
-
-
-
(i) Bitumen (S-90)
225.5
41451
183.82
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
-
-
-
By Manual Means
-
-
-
Case - II : Type B
-
-
-
(I) Bitumen (S-90)
225.5
13020
57.74
River Bank Protection Work
-
-
-
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
-
-
-
For 2 m height of Gabion toe wall for Length of 20 m on both side of abutment wall
1044.21
2219804
2125.83
Launching & Erection of superstructure as guide line of IRC -87-2018,IRC-22-2015 and IRC-24-2010 and Technical specification MoRT&H
1
2277792
2277792.13
Load Carrying capacity of bridge as guide line of IRC SP 037-2010
1
248594
248594.6
Loading of stone aggregates
-
-
-
M15 grade concrete
110.44
11926
108
M25 grade concrete
10.4
1122
108
M30 grade concrete
323.56
34944
108
Bituminous Macadam
12.76
1378
108
Premix carpet
6.09
657
108
Seal coat
1.35
146
108
Unloading of stone aggregates
-
-
-
M15 grade concrete
110.44
5963
54
M25 grade concrete
10.4
561
54
M30 grade concrete
323.56
17472
54
Bituminous Macadam
12.76
689
54
Premix carpet
6.09
328
54
Seal coat
-
-
-
Loading of sand
-
-
-
M15 grade concrete
66.26
3578
54
M25 grade concrete
5.2
280
54
M30 grade concrete
161.78
8736
54
Bituminous Macadam
3.19
172
54
Seal coat
1.35
73
54
Unloading of sand
-
-
-
M15 grade concrete
66.26
3578
54
M25 grade concrete
5.2
280
54
M30 grade concrete
161.78
8736
54
Bituminous Macadam
3.19
172
54
Seal coat
-
-
-
Loading of cement and stacking
-
-
-
M15 grade concrete
37.96
5623
148.13
M25 grade concrete
4.67
691
148.13
M30 grade concrete
154.59
22899
148.13
Unloading of cement and stacking
-
-
-
M15 grade concrete
44.17
6543
148.13
M25 grade concrete
7.05
1043
148.13
M30 grade concrete
255.25
37810
148.13
Loading steel and stacking
54.92
8134
148.13
Unloading steel and stacking
54.92
8134
148.13
Loading Bitumen Drums and stacking
-
-
-
Bituminous Macadam
0.81
137
168.79
Premix carpet
0.33
55
168.79
Seal coat
0.15
25
168.79
Unloading Bitumen Drums and stacking
-
-
-
Bituminous Macadam
0.81
118
145.69
Premix carpet
0.33
47
145.69
Seal coat
0.15
22
145.69
Cost of Haulage Excluding Loading and Unloading
-
-
-
Surfaced Road
-
-
-
a) Cement lead distance 95 Km
10847.03
45015
4.15
b) Stone Aggregates lead distance 105 Km
27875.79
115684
4.15
c) Sand lead distance 105 Km
14266.99
59208
4.15
d) Steel lead distance 95 Km
3020.45
12534
4.15
e) Bitumen lead distance 190 Km
174.74
725
4.15
Unsurface road
-
-
-
a) Cement lead distance 0.0 Km
-
-
-
b) Stone Aggregates lead distance 15 Km
3153.67
31662
10.04
c) Sand lead distance 15 Km
1972.26
19801
10.04
d) Steel lead distance 0.0 Km
-
-
-
e) Bitumen lead distance 0.0 Km
-
-
-
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