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
Road Construction
Eprocure
Opening Date31 Jan 2024
Closing Date19 Feb 2024
Tender Amount₹ 9,86,12,100
Costs
EMD
₹ 24,65,303Document Cost
₹ 50,000Tender 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_131702_21Bid Award Id
ViewTender No
SKPMGSY IIITender 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
Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means
0.5
44247
88494.12
Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
18690
55322
2.96
Dismentaling
-
-
-
Below foundation
197.9
406290
2053.01
Slab
47.57
68332
1436.47
Removing Pipe
7.62
5372
705.09
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.
Only shoulder portion
996.8
255400
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
638.39
1075709
1685.04
Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base
1962.45
4254611
2168.01
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
19624.5
898998
45.81
TACK COAT-
-
-
-
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
19624.5
299469
15.26
Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge
19624.5
4217305
214.9
Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
-
-
-
Carriage on Surface road
8929.15
37055
4.15
Loading & Unloading
68.69
20348
296.26
Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)
-
-
-
Carriage on Surface road
6860
28469
4.15
Loading & Unloading
196
58066
296.26
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.
Stone chips for CTB
-
-
-
Carriage on Surface road
194675.04
807901
4.15
Loading & Unloading
2511.94
214720
85.48
Stone Chips For MSS
-
-
-
Carriage on Surface road
133261.15
553033
4.15
Loading & Unloading
661.35
56531
85.48
Road Furniture
-
-
-
Informatory Sign board with Logo
1
14388
14388.58
Fixing of citizen board
2
28777
14388.58
Maintenance Information board
1
14388
14388.58
i) 900mm equilateral triangle
20
138091
6904.55
Fixing of 5th KM stone
1
4182
4182.03
Fixing of Ordinary KM stone
4
9694
2423.72
Fixing of 200mtr stone
20
13949
697.45
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
1004.3
220895
219.95
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).
532
2371331
4457.39
Slip Clearance
-
-
-
Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.
5959.52
244757
41.07
Throwing of Spoils
-
-
-
Loading & Unloading
1489.88
158925
106.67
Haulage
14898.79
101758
6.83
Drain
-
-
-
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. As per Clause 13.2 of SOR other works
498.4
987046
1980.43
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. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)
2242.8
2308446
1029.27
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
3535
14670
4.15
Loading & Unloading
101
29922
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
12151.91
50430
4.15
Loading & Unloading
157.25
13441
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
29923.94
124184
4.15
Loading & Unloading
314.99
26925
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
32140.57
133383
4.15
Loading & Unloading
417.41
67620
162
Protection Work
-
-
-
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 andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.
1395.87
655026
469.26
Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
90.71
98474
1085.58
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base
82.86
405164
4889.63
Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)
1083.51
4913649
4534.92
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
167.13
213886
1279.76
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
74.25
100710
1356.37
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
367.5
473204
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
412
139008
337.4
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
6098.75
25309
4.15
Loading & Unloading
174.25
51623
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
28129.87
116738
4.15
Loading & Unloading
364
31114
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
5715.41
23718
4.15
Loading & Unloading
73.75
6303
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
49710.79
206299
4.15
Loading & Unloading
645.6
104586
162
Cross Drainage Work
-
-
-
RCC SLAB CULVERT
-
-
-
1X1X1.5
9
5914269
657141.01
MRL10-Soreng to Soreng Beech Gaon Jambudara
-
-
-
Flexiable Pavement
-
-
-
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
18682.5
580652
31.08
Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means
0.63
55751
88494.12
Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
23550
69708
2.96
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.
1256
321812
256.22
Construction shoulders with approved material 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
1707.94
2840929
1663.37
Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading
2472.75
5360946
2168.01
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
24727.5
1132766
45.81
TACK COAT-
-
-
-
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
24727.5
377341
15.26
Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge
24727.5
5313939
214.9
Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
-
-
-
Carriage on Surface road
10548.75
43777
4.15
Carriage on UnSurface road
133.53
666
4.99
Loading & Unloading
89.02
26372
296.26
Cost of Haulage for Stock materials Excluding Loading and Unloading(5% Cement)
-
-
-
Carriage on Surface road
8274.5
34339
4.15
Carriage on UnSurface road
370.5
1848
4.99
Loading & Unloading
247
73176
296.26
Stone Chips For CTB
-
-
-
Carriage on Surface road
188878.54
783845
4.15
Carriage on UnSurface road
7358.9
36720
4.99
Loading & Unloading
3165.12
270554
85.48
Stone Chips For MSS
-
-
-
Carriage on Surface road
49728.18
206371
4.15
Carriage on UnSurface road
1937.46
9667
4.99
Loading & Unloading
833.32
71231
85.48
Road Furniture
-
-
-
Informatory Sign board with Logo
1
14388
14388.58
Fixing of citizen board
2
28777
14388.58
Maintenance Information board
1
14388
14388.58
Fixing of road cautionary Sign
-
-
-
i) 900mm equilateral triangle
25
172613
6904.55
ii) 600mm Circular
8.33
51996
6239.87
Fixing of 5th KM stone
1
4182
4182.03
Fixing of Ordinary KM stone
5
12118
2423.72
Fixing of 200mtr stone
25
17436
697.45
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
1263.5
277906
219.95
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
0.08
1316
16661.06
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).
150
668608
4457.39
Slip Clearance
-
-
-
Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.
5959.3
244748
41.07
H.S. Drain
-
-
-
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. As per Clause 13.2 of SOR other works
941
1863584
1980.43
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. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)
2827
2909746
1029.27
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
4881.01
20256
4.15
Carriage on Un Surface road
218.55
1090
4.99
Loading & Unloading
145.7
43165
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
14222.38
59022
4.15
Carriage on Un Surface road
636.82
3177
4.99
Loading & Unloading
230.73
19723
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
27594.14
114515
4.15
Carriage on Un Surface road
1075.1
5364
4.99
Loading & Unloading
462.41
39526
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
31446.1
130501
4.15
Carriage on Un Surface road
1408.03
7026
4.99
Loading & Unloading
426.68
69121
162
Protection Work
-
-
-
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 andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.
1608.84
754963
469.26
Stone Soiling for road works Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:
136.28
128548
943.28
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base
114.9
561803
4889.63
Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)
1270.72
5762609
4534.92
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 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
224.26
1029961
4592.67
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each.
113.83
244393
2147.1
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
165.55
211866
1279.76
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
182.7
247808
1356.37
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
495.66
638226
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
126.5
42681
337.4
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
8620.41
35774
4.15
Carriage on Un Surface road
385.99
1926
4.99
Loading & Unloading
257.33
76235
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
59342.82
246272
4.15
Carriage on Un Surface road
2657.14
13259
4.99
Loading & Unloading
647.65
55360
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
67841.86
281543
4.15
Carriage on Un Surface road
1872.44
9343
4.99
Loading & Unloading
782.08
66852
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
106634.53
442533
4.15
Carriage on Un Surface road
4653.38
23220
4.99
Loading & Unloading
1410.12
228438
162
Cross Drainage Work
-
-
-
RCC SLAB CULVERT
-
-
-
(1x1x1.5)
15
7884539
525635.97
T10-Soreng SPWD Road to Lower Timberbong
-
-
-
Flexiable Pavement
-
-
-
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
11182.5
347552
31.08
Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means
0.3
26371
88494.12
Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
11182.5
33100
2.96
Dismentaling
-
-
-
Below foundation
61.66
126588
2053.01
Slab
15.86
22782
1436.47
Construction of subgrade and 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.
-
-
-
Only Shoulder Portion (Earthen)
596.4
152809
256.22
Only Shoulder Portion (GSB)
863.74
1420190
1644.23
Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading
1174.16
2545597
2168.01
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
11741.63
537883
45.81
TACK COAT-
-
-
-
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
11741.63
179177
15.26
Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge
11741.63
2523275
214.9
Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
-
-
-
Carriage on Surface road
5136.96
21318
4.15
Loading & Unloading
41.1
12175
296.26
Cost of Haulage for Stock materials Excluding Loading and Unloading(5%Cement)
For CTB
-
-
-
Carriage on Surface road
3510
14566
4.15
Loading & Unloading
117
34662
296.26
Stone Chips For CTB
-
-
-
Carriage on Surface road
81533.84
338365
4.15
Loading & Unloading
1502.93
128470
85.48
Stone Chips For MSS
-
-
-
Carriage on Surface road
21466.33
89085
4.15
Loading & Unloading
395.69
33823
85.48
Road Furniture
-
-
-
Informatory Sign board with Logo
1
14388
14388.58
Fixing of citizen board
2
28777
14388.58
Maintenance Information board
1
14388
14388.58
900mm equilateral triangle
12
82854
6904.55
Fixing of Ordinary KM stone
4
9694
2423.72
Fixing of 200mtr stone
12
8369
697.45
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
603.9
132827
219.95
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).
359
1600203
4457.39
Slip Clearance
-
-
-
Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.
3168.61
130134
41.07
Throwing of Spoils
-
-
-
Loading & Unloading
792.15
67713
85.48
Haulage
7921.53
32874
4.15
H.S. Drain
-
-
-
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. As per Clause 13.2 of SOR other works
238.56
472451
1980.43
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. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)
2743.44
2823740
1029.27
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
3075
12761
4.15
Loading & Unloading
102.5
30366
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
9901.62
41091
4.15
Loading & Unloading
153.75
13142
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
20464.87
84929
4.15
Loading & Unloading
307.74
26305
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
23387.83
97059
4.15
Loading & Unloading
425.23
68887
162
Protection Work
-
-
-
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 andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.
1047.09
491355
469.26
Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
62.49
67834
1085.58
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base
52.74
257869
4889.63
Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)
684.34
3103404
4534.92
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
131.32
168060
1279.76
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
38.4
52084
1356.37
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
244.8
315211
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
268
90423
337.4
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
3306
13719
4.15
Loading & Unloading
110.2
32647
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
18953.48
78656
4.15
Loading & Unloading
230.09
19667
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
3155.46
13095
4.15
Loading & Unloading
46.94
4012
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
38344.01
159127
4.15
Loading & Unloading
463.45
75078
162
Cross Drainage Work
-
-
-
RCC SLAB CULVERT
-
-
-
1X1X1.5
1
649151
649151.9
1X2X2
1
750645
750645.36
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