Rural Management And Development Department Tender
View complete overview of Sikkim Rural Management And Development Department Tender
Rural Management And Development Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date1 Feb 2024
Closing Date19 Feb 2024
Tender Amount₹ 25,21,86,000
Costs
EMD
₹ 63,04,650Document Cost
₹ 2,00,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CESDA_131703_1Bid 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
Head Wall
18.36
18631
1014.79
Removing Pipe
15.24
12518
821.43
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
54.84
68547
1249.87
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.
7036.89
2100510
298.5
Sub Grade
8370
2498445
298.5
Earthen Shoulder
1046.25
312305
298.5
Providing crushed run stone aggregate greading conforming to table 400.20 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per Technical Specification Clause 411 to form a layer of sub-base/base. I). Non- Frost susceptible Sub-base
5103
12933859
2534.56
Providing crushed run stone aggregate greading conforming to table 400.20 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per Technical Specification Clause 411 to form a layer of sub-base/base
2746.41
8111665
2953.55
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
18309.38
977171
53.37
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
18309.38
325540
17.78
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
732.38
9353849
12771.94
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
1108.41
996718
899.23
Loading & Unloading
1108.41
217958
196.64
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone Chips
-
-
-
Carriage on Surface road
6017.5
1745495
290.07
Loading & Unloading
3270.38
205739
62.91
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone
-
-
-
Carriage on Surface road
20896.45
6061434
290.07
Loading & Unloading
9498.39
1195087
125.82
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
512.07
292126
570.48
Loading & Unloading
278.3
35015
125.82
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.
42515.04
6970340
163.95
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.
27055.02
7365459
272.24
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.
7730.01
14621926
1891.58
Provision for throwing of spoils obtain from hill cutting within 5 km radius from work site to dumping area.
-
-
-
Haulage distance
92760.08
1924771
20.75
Loading & Unloading
46380.04
2504522
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
16014
16014.35
Fixing of citizen board
1
16014
16014.35
Maintenance Information board
1
16014
16014.35
i) 900mm equilateral triangle
12.67
70679
5579.81
ii) 600mm Circular
6.33
35336
5579.81
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
5
14378
2875.6
Fixing of 200mtr stone
19
12603
663.36
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
963.5
187940
195.06
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)
230
1170230
5087.96
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.
930
1928531
2073.69
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.
3720
4395924
1181.7
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
348
198527
570.48
Loading & Unloading
348
68430
196.64
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone Chips
-
-
-
Carriage on Surface road
499.67
144939
290.07
Loading & Unloading
271.56
17083
62.91
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone
-
-
-
Carriage on Surface road
1001.05
290375
290.07
Loading & Unloading
544.05
34226
62.91
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
1575.42
456982
290.07
Loading & Unloading
716.1
45049
62.91
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.
913.12
499193
546.69
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.
410.3
2217724
5405.13
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.
165.45
1148064
6939.04
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.
199.81
1358786
6800.29
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.
276
917134
3322.95
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
345
517531
1500.09
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
34.2
19845
580.27
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
2781.66
4148091
1491.23
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
659.59
376280
570.48
Loading & Unloading
659.59
129700
196.64
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone Chips
-
-
-
Carriage on Surface road
1361.57
776747
570.48
Loading & Unloading
71.39
4491
62.91
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone
-
-
-
Carriage on Surface road
379.89
110193
290.07
Loading & Unloading
206.46
12988
62.91
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
6829.96
1981167
290.07
Loading & Unloading
3104.53
195305
62.91
Providing and laying hand packed stone soling with clean hard selected stones, all complete.
46.16
96248
2085.11
Providing and Laying in position cement concrete of 1:2:4 mix including compacting curing etc all complete.
43.72
304695
6969.25
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.
682.24
4888815
7165.83
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.
57.32
460654
8036.54
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.
82.74
895853
10827.85
Providing and laying hand packed stone filling with clean hard selected stones and mixed filling i/c consolidation by ramming etc., all complete.
180.08
268540
1491.23
Providing and laying hand packed stone filling with clean hard selected stones and mixed filling i/c consolidation by ramming etc., all complete.
166.9
37436
224.3
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
33.78
19268
570.48
Loading & Unloading
143.26
28169
196.64
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone Chips
-
-
-
Carriage on Surface road
34.36
9966
290.07
Loading & Unloading
18.68
1175
62.91
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone
-
-
-
Carriage on Surface road
974.87
282781
290.07
Loading & Unloading
52.88
3326
62.91
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
67.28
19515
290.07
Loading & Unloading
1056.24
66448
62.91
LSB 50 m Span Steel Bridge over Shakothang Chu
-
-
-
(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
443310
211.1
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
23290
129.39
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
64212
107.02
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
167160
2228.81
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
122487
2721.95
(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
130839
2907.54
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
31778
68.71
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
10586
22.89
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
117040
253.06
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
36768
79.5
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
17439
384.34
Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means
-
-
-
i) Loading of aggregates
211.44
34253
162
ii) Loading of sand
31.53
2553
81
Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means
-
-
-
iii) Unloading of aggregates
211.44
17126
81
iii) Unloading of sand
31.53
1488
47.23
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
525
253.18
ii) Unloading of Bitumen drums by manual means including a lead upto 30m
2.07
453
218.53
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
21645
6.22
b) Aggregates ad distance 105 Km
22080
137337
6.22
c) Bitumen ad distance 190 Km
280.02
1741
6.22
Case-III : Katcha Track
-
-
-
a) Sand lead distance 15Km
870
13110
15.07
b) Aggregates lead distance 15 Km
5520
83186
15.07
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)
541
380804
703.89
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
181440
162
i) Loading of aggregates
634
102708
162
ii) Loading of sand
368
29808
81
Loading and unloading by Mechanical means
-
-
-
iii) Unloading of masonry stone
1120
90720
81
iii) Unloading of aggregates
634
51354
81
iii) Unloading of sand
368
29808
81
Loading and unloading of cement by manual means
-
-
-
i) Loading of cement
180
39994
222.19
ii) Unloading of cement
180
39994
222.19
Haulage of materials by tipper excluding cost of loading, unloading and stacking
-
-
-
Case-I : Surfaced road
-
-
-
a) Sand lead distance 105 Km
42000
261240
6.22
b) Aggregates lead distance 105 Km
66000
410520
6.22
c) Cement lead distance 95 Km
9900
61578
6.22
d) Masonry stone lead distance 105 Km
81780
508671
6.22
Case-III : Katcha Track
-
-
-
a) Sand lead distance 15 Km
10500
158235
15.07
b) Aggregates lead distance 15 Km
16500
248655
15.07
c) Cement lead distance 0.0 Km
-
-
-
d) Masonry stone lead distance 5.0Km
6815
102702
15.07
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
1722.15
563143
327
3 m to 6 m depth
906.75
421711
465.08
Ordinary rock
1148.1
474624
413.4
Hard rock (requiring blasting)
1148.1
1158765
1009.29
Hard rock (blasting prohibited)
153
138434
904.8
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)
130.73
660388
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)
36.76
179943
4895.75
R.C.C. grade M 30
259.88
1842823
7091.19
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
41.58
3784329
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
71.89
541850
7537.53
For height 5 to 10 m
53.92
417839
7749.96
For heightabove 10 m
53.92
434095
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
28.86
2633442
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
398.48
540531
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
132.48
170585
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.
1080
540000
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
122.81
1035953
8435.35
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
15.35
1426766
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
179.14
27599279
154068
Drainage spouts complete as per drawing and technical specifications Clause 1209
20
31193
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.
16.79
130566
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)
335.78
61722
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)
335.78
19387
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
1003.92
2134167
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
4580246
4580246.4
Load Carrying capacity of bridge as guide line of IRC SP 037-2010
1
453617
453617.4
Loading of stone aggregates
-
-
-
M15 grade concrete
139.05
22525
162
M25 grade concrete
10.4
1683
162
M30 grade concrete
506.16
81998
162
Bituminous Macadam
19.01
3078
162
Premix carpet
9.07
1468
162
Seal coat
2.02
326
162
Unloading of stone aggregates
-
-
-
M15 grade concrete
139.05
11262
81
M25 grade concrete
10.4
842
81
M30 grade concrete
506.16
40999
81
Bituminous Macadam
19.01
1539
81
Premix carpet
9.07
734
81
Seal coat
-
-
-
Loading of sand
-
-
-
M15 grade concrete
83.43
6757
81
M25 grade concrete
5.2
421
81
M30 grade concrete
253.08
20499
81
Bituminous Macadam
4.75
384
81
Seal coat
2.02
163
81
Unloading of sand
-
-
-
M15 grade concrete
83.43
6757
81
M25 grade concrete
5.2
421
81
M30 grade concrete
253.08
20499
81
Bituminous Macadam
4.75
384
81
Seal coat
-
-
-
Loading of cement and stacking
-
-
-
M15 grade concrete
47.8
10620
222.19
M25 grade concrete
4.67
1036
222.19
M30 grade concrete
241.83
53732
222.19
Unloading of cement and stacking
-
-
-
M15 grade concrete
55.62
12357
222.19
M25 grade concrete
7.05
1565
222.19
M30 grade concrete
399.31
88721
222.19
Loading steel and stacking
90.08
20014
222.19
Unloading steel and stacking
90.08
20014
222.19
Loading Bitumen Drums and stacking
-
-
-
Bituminous Macadam
1.21
306
253.18
Premix carpet
0.49
124
253.18
Seal coat
0.23
57
253.18
Unloading Bitumen Drums and stacking
-
-
-
Bituminous Macadam
1.21
264
218.53
Premix carpet
0.49
107
218.53
Seal coat
0.23
49
218.53
Cost of Haulage Excluding Loading and Unloading
-
-
-
Surfaced Road
-
-
-
a) Cement lead distance 95 Km
16186.29
100678
6.22
b) Stone Aggregates lead distance 105 Km
41141.29
255898
6.22
c) Sand lead distance 105 Km
20908.3
130049
6.22
d) Steel lead distance 95 Km
4954.28
30815
6.22
e) Bitumen lead distance 190 Km
260.19
1618
6.22
Unsurface road
-
-
-
a) Cement lead distance 0.0 Km
-
-
-
b) Stone Aggregates lead distance 15 Km
3900.39
58778
15.07
c) Sand lead distance 15 Km
2446.04
36861
15.07
d) Steel lead distance 0.0 Km
-
-
-
e) Bitumen lead distance 0.0 Km
-
-
-
60m Span Steel bridge over Kewsey Chu
-
-
-
(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
1981.57
418309
211.1
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
23290
129.39
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
64212
107.02
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
167160
2228.81
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
122487
2721.95
(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
130839
2907.54
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
31778
68.71
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
10586
22.89
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
117040
253.06
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
36768
79.5
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
17439
384.34
Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by manual means
-
-
-
i) Loading of aggregates
211.44
34253
162
ii) Loading of sand
31.53
2553
81
Loading and unloading of Lime, Aggregates, Stone boulder,Brick Aggregates etc. by Mechanical means
-
-
-
iii) Unloading of aggregates
211.44
17126
81
iii) Unloading of sand
31.53
1488
47.23
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
525
253.18
ii) Unloading of Bitumen drums by manual means including a lead upto 30m
2.07
453
218.53
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
21645
6.22
b) Aggregates ad distance 105 Km
22080
137337
6.22
c) Bitumen ad distance 190 Km
280.02
1741
6.22
Case-III : Katcha Track
-
-
-
a) Sand lead distance 15Km
870
13110
15.07
b) Aggregates lead distance 15 Km
5520
83186
15.07
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
380100
703.89
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
30073
192.53
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
181440
162
i) Loading of aggregates
634
102708
162
ii) Loading of sand
368
29808
81
Loading and unloading by Mechanical means
-
-
-
iii) Unloading of masonry stone
1120
90720
81
iii) Unloading of aggregates
634
51354
81
iii) Unloading of sand
368
29808
81
Loading and unloading of cement by manual means
-
-
-
i) Loading of cement
180
39994
222.19
ii) Unloading of cement
180
39994
222.19
Haulage of materials by tipper excluding cost of loading, unloading and stacking
-
-
-
Case-I : Surfaced road
-
-
-
a) Sand lead distance 105 Km
42000
261240
6.22
b) Aggregates lead distance 105 Km
66000
410520
6.22
c) Cement lead distance 95 Km
9900
61578
6.22
d) Masonry stone lead distance 105 Km
81780
508671
6.22
Case-III : Katcha Track
-
-
-
a) Sand lead distance 15 Km
10500
158235
15.07
b) Aggregates lead distance 15 Km
16500
248655
15.07
c) Cement lead distance 0.0 Km
-
-
-
d) Masonry stone lead distance 5.0Km
6815
102702
15.07
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
2031.75
664382
327
3 m to 6 m depth
1129.95
525517
465.08
Ordinary rock
1354.5
559950
413.4
Hard rock (requiring blasting)
1354.5
1367083
1009.29
Hard rock (blasting prohibited)
201
181864
904.8
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)
220.36
1113216
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)
49.6
242804
4895.75
R.C.C. grade M 30
416.33
2952239
7091.19
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
66.61
6062572
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
124.68
939779
7537.53
For height 5 to 10 m
93.51
724698
7749.96
For heightabove 10 m
93.51
752892
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
49.97
4560545
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
645.98
876265
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
181.66
233905
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.
1080
540000
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
22400
-
-
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
145.41
1226609
8435.35
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
18.18
1689423
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
203.71
31385192
154068
Drainage spouts complete as per drawing and technical specifications Clause 1209
24
37432
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.
19.54
151952
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)
390.78
71832
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)
390.78
22563
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
1003.82
2133954
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
5222264
5222264.41
Load Carrying capacity of bridge as guide line of IRC SP 037-2010
1
574371
574371.01
Loading of stone aggregates
-
-
-
M15 grade concrete
221.03
35806
162
M25 grade concrete
10.4
1683
162
M30 grade concrete
786.1
127347
162
Bituminous Macadam
22.12
3583
162
Premix carpet
10.55
1709
162
Seal coat
2.35
379
162
Unloading of stone aggregates
-
-
-
M15 grade concrete
221.03
17903
81
M25 grade concrete
10.4
842
81
M30 grade concrete
786.1
63673
81
Bituminous Macadam
22.12
1791
81
Premix carpet
10.55
854
81
Seal coat
-
-
-
Loading of sand
-
-
-
M15 grade concrete
132.62
10741
81
M25 grade concrete
5.2
421
81
M30 grade concrete
393.05
31836
81
Bituminous Macadam
5.53
447
81
Seal coat
2.35
189
81
Unloading of sand
-
-
-
M15 grade concrete
132.62
10741
81
M25 grade concrete
5.2
421
81
M30 grade concrete
393.05
31836
81
Bituminous Macadam
5.53
447
81
Seal coat
-
-
-
Loading of cement and stacking
-
-
-
M15 grade concrete
75.98
16881
222.19
M25 grade concrete
4.67
1036
222.19
M30 grade concrete
375.58
83449
222.19
Unloading of cement and stacking
-
-
-
M15 grade concrete
88.41
19644
222.19
M25 grade concrete
7.05
1565
222.19
M30 grade concrete
620.14
137789
222.19
Loading steel and stacking
141.5
31440
222.19
Unloading steel and stacking
141.5
31440
222.19
Loading Bitumen Drums and stacking
-
-
-
Bituminous Macadam
1.41
356
253.18
Premix carpet
0.57
144
253.18
Seal coat
0.27
67
253.18
Unloading Bitumen Drums and stacking
-
-
-
Bituminous Macadam
1.41
307
218.53
Premix carpet
0.57
124
218.53
Seal coat
0.27
58
218.53
Cost of Haulage Excluding Loading and Unloading
-
-
-
Surfaced Road
-
-
-
a) Cement lead distance 95 Km
25092.26
156073
6.22
b) Stone Aggregates lead distance 105 Km
63151.82
392804
6.22
c) Sand lead distance 105 Km
32324.12
201056
6.22
d) Steel lead distance 95 Km
7782.57
48407
6.22
e) Bitumen lead distance 190 Km
302.81
1883
6.22
Unsurface road
-
-
-
a) Cement lead distance 0.0 Km
-
-
-
b) Stone Aggregates lead distance 15 Km
6040.12
91024
15.07
c) Sand lead distance 15 Km
3803.66
57321
15.07
d) Steel lead distance 0.0 Km
-
-
-
e) Bitumen lead distance 0.0 Km
-
-
-
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