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
Drainage Work
Eprocure
Opening Date31 Jan 2024
Closing Date19 Feb 2024
Tender Amount₹ 13,76,87,752
Costs
EMD
₹ 34,42,194Document Cost
₹ 1,00,000Tender 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_131702_9Bid 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
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
18720
55411
2.96
Construction of hard shoulders with GSB material 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)
998.4
255810
256.22
Only Shoulder Portion (GSB)
499.2
958928
1920.93
Profile Correction 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(CTB), (CTBS), (MSS)
7343.85
1881641
256.22
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
2457
5035375
2049.4
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
1965.6
4261440
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
19656
900441
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
19656
299950
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
19656
4224074
214.9
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
9012.28
37400
4.15
Carriage on Un Surface road
275.18
1373
4.99
Loading & Unloading
68.8
20381
296.26
Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (4% of Cement in CTSB)
-
-
-
Carriage on Surface road
11032
45782
4.15
Carriage on Un Surface road
788
3932
4.99
Loading & Unloading
197
58363
296.26
Stone Chips For CTSB
-
-
-
Carriage on Surface road
297355.97
1234027
4.15
Carriage on Un Surface road
19498.75
97298
4.99
Loading & Unloading
3144.96
268831
85.48
Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)
-
-
-
Carriage on Surface road
11032
45782
4.15
Carriage on Un Surface road
788
3932
4.99
Loading & Unloading
197
58363
296.26
Stone Chips For CTB
-
-
-
Carriage on Surface road
237884.77
987221
4.15
Carriage on Un Surface road
15599
77839
4.99
Loading & Unloading
2515.97
215064
85.48
Stone Chips For MSS
-
-
-
Carriage on Surface road
134501.78
558182
4.15
Carriage on Un Surface road
4106.93
20493
4.99
Loading & Unloading
662.41
56622
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
13.33
92058
6904.55
ii) 600mm Circular
6.67
41601
6239.87
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
1005.9
221247
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).
96
427909
4457.39
H.S. Drain
-
-
-
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)
4992
5138115
1029.27
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
18032
74832
4.15
Carriage on Un Surface road
1288
6427
4.99
Loading & Unloading
322
95395
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
26334.2
109286
4.15
Carriage on Un Surface road
1726.83
8616
4.99
Loading & Unloading
234.62
20055
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
44367.4
184124
4.15
Carriage on Un Surface road
4
19
4.99
Loading & Unloading
469.25
40111
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
67662.57
280799
4.15
Carriage on Un Surface road
4436.89
22140
4.99
Loading & Unloading
504.19
81679
162
Protection Work (Retaining Wall, Breast Wall)
-
-
-
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.
899.8
422241
469.26
Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
67.61
63774
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
67.61
330582
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)
796.05
3610009
4534.92
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
105.99
135641
1279.76
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
76.56
103843
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
258.48
332826
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
315
106281
337.4
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
7109.2
29503
4.15
Carriage on Un Surface road
507.8
2533
4.99
Loading & Unloading
126.95
37610
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
59144.24
245448
4.15
Carriage on Un Surface road
3878.31
19352
4.99
Loading & Unloading
368.36
31487
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
35489.41
147281
4.15
Carriage on Un Surface road
2327.17
11612
4.99
Loading & Unloading
352.87
30163
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
97287.91
403744
4.15
Carriage on Un Surface road
6379.54
31833
4.99
Loading & Unloading
724.95
117441
162
Cross Drainage Work
-
-
-
RCC SLAB CULVERT (1X1X1.5)
4
2713108
678277.05
RCC SLAB CULVERT (1X2X2)
2
1539255
769627.8
T10-Jhusing 5th Mile to NH10
-
-
-
Flexiable Pavement
-
-
-
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
0.49
43185
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
14649
43361
2.96
Construction of hard shoulders with GSB material 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)
976.6
250224
256.22
Only Shoulder Portion (GSB)
488.3
950959
1947.49
Profile Correction 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
757.79
194161
256.22
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
-
-
-
(CTBS)
2403.35
4925429
2049.4
Cement along with Crushed Rock or combination as per clause 401.2.2 and Table 400-I Grading-I 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
-
-
-
(CTB)
1922.69
4168404
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
19226.81
880780
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
19226.81
293401
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
19226.81
4131842
214.9
Cost of Haulage for Stock materials Excluding Loading and Unloading
-
-
-
Carriage on Surface road
7806.09
32395
4.15
Carriage on Un Surface road
269.18
1343
4.99
Loading & Unloading
67.29
19936
296.26
Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (4% of Cement in CTSB )
-
-
-
Carriage on Surface road
9792
40636
4.15
Carriage on Un Surface road
768
3832
4.99
Loading & Unloading
192
56881
296.26
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.(Stone Chips)
-
-
-
Carriage on Surface road
314704.47
1306023
4.15
Carriage on Un Surface road
19073
95174
4.99
Loading & Unloading
3076.29
262961
85.48
Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)
-
-
-
Carriage on Surface road
9792
40636
4.15
Carriage on Un Surface road
768
3832
4.99
Loading & Unloading
192
56881
296.26
Stone Chips For CTB
-
-
-
Carriage on Surface road
251764.26
1044821
4.15
Carriage on Un Surface road
15258.44
76139
4.99
Loading & Unloading
2461.04
210369
85.48
Stone Chips For MSS
-
-
-
Carriage on Surface road
116500.26
483476
4.15
Carriage on Un Surface road
4017.25
20046
4.99
Loading & Unloading
647.94
55386
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
13.33
92058
6904.55
ii) 600mm Circular
6.67
41601
6239.87
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
984.1
216452
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).
82
365505
4457.39
H.S. Drain
-
-
-
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)
4883
5025925
1029.27
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
16065
66669
4.15
Carriage on Un Surface road
1260
6287
4.99
Loading & Unloading
315
93321
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
27870.6
115662
4.15
Carriage on Un Surface road
1689.13
8428
4.99
Loading & Unloading
229.5
19617
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
46955.91
194867
4.15
Carriage on Un Surface road
4
19
4.99
Loading & Unloading
459
39235
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
71610.17
297182
4.15
Carriage on Un Surface road
4340.01
21656
4.99
Loading & Unloading
493.18
79895
162
Protection Work (Retaining Wall, Breast Wall)
-
-
-
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.
564.33
264817
469.26
Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
44.58
42051
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
44.58
217979
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)
514.58
2333588
4534.92
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
64.08
82007
1279.76
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
61.86
83905
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
164.46
211763
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
208
70179
337.4
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
4192.2
17397
4.15
Carriage on Un Surface road
328.8
1640
4.99
Loading & Unloading
82.2
24352
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
42573.43
176679
4.15
Carriage on Un Surface road
2580.21
12875
4.99
Loading & Unloading
241.02
20602
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
24585.48
102029
4.15
Carriage on Un Surface road
1490.03
7435
4.99
Loading & Unloading
228.43
19525
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
68164.7
282883
4.15
Carriage on Un Surface road
4131.19
20614
4.99
Loading & Unloading
469.45
76051
162
Cross Drainage Work
-
-
-
RCC SLAB CULVERT (1X1X1.5)
7
4771111
681587.39
RCC SLAB CULVERT (1X2X2)
5
3867107
773421.58
T06- DSM to Ghor Sr Sec School
-
-
-
Flexiable Pavement
-
-
-
Construction of Panelled cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
1532.87
12396704
8087.23
Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)
-
-
-
Carriage on Surface road
3962.65
27064
6.83
Carriage on Un Surface road
386.6
3297
8.53
Loading & Unloading
1933
441632
228.47
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)
-
-
-
Carriage on Surface road
27482.84
114053
4.15
Carriage on Un Surface road
1963.06
9795
4.99
Loading & Unloading
266.72
22799
85.48
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.
-
-
-
Carriage on Surface road
52122.62
216308
4.15
Carriage on Un Surface road
3723.04
18577
4.99
Loading & Unloading
505.85
43239
85.48
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.
19162.5
595570
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
0.78
69202
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
29197.5
86424
2.96
Below foundation
152.12
312303
2053.01
Slab
15.86
22782
1436.47
Removing Pipe
53.34
37609
705.09
Construction of hard shoulders with GSB material 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.
-
-
-
Construction of hard shoulders with GSB material 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 (Eaarthen)
1557.2
398985
256.22
Only Shoulder Portion (GSB)
778.6
1474964
1894.38
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.
178.84
338781
1894.38
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
3065.74
6646550
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
15328.69
702207
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
15328.69
233915
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
15328.69
3294135
214.9
Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
-
-
-
Carriage on Surface road
6223.45
25827
4.15
Carriage on Un Surface road
214.6
1070
4.99
Loading & Unloading
53.65
15894
296.26
Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)
-
-
-
Carriage on Surface road
12587
52236
4.15
Carriage on Un Surface road
1228
6127
4.99
Loading & Unloading
307
90951
296.26
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.
Stone chips for CTB
-
-
-
Carriage on Surface road
340615.7
1413555
4.15
Carriage on Un Surface road
24329.69
121405
4.99
Loading & Unloading
3924.14
335435
85.48
Stone Chips For MSS
-
-
-
Carriage on Surface road
44838.86
186081
4.15
Carriage on Un Surface road
3202.78
15981
4.99
Loading & Unloading
516.58
44157
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
20.67
142696
6904.55
ii) 600mm Circular
10.33
64476
6239.87
Fixing of 5th KM stone
1
4182
4182.03
Fixing of Ordinary KM stone
7
16966
2423.72
Fixing of 200mtr stone
31
21620
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
786.1
172902
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).
160
713182
4457.39
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
1325
2624069
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)
6461
6650113
1029.27
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
23411
97155
4.15
Carriage on Un Surface road
2284
11397
4.99
Loading & Unloading
571
169164
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
45488.76
188778
4.15
Carriage on Un Surface road
3249.2
16213
4.99
Loading & Unloading
441.47
37736
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
76753.68
318527
4.15
Carriage on Un Surface road
4
19
4.99
Loading & Unloading
884.26
75586
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
104881.52
435258
4.15
Carriage on Un Surface road
7491.54
37382
4.99
Loading & Unloading
851.31
137912
162
Protection Work (Retaining Wall, Breast Wall)
-
-
-
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.
976.69
458322
469.26
Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
89.89
84793
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
89.89
439538
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)
1062.63
4818923
4534.92
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
96.69
123739
1279.76
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
169.5
229904
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
321
413329
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
455
153517
337.4
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
6529.25
27096
4.15
Carriage on Un Surface road
637
3178
4.99
Loading & Unloading
159.25
47179
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
75244.42
312264
4.15
Carriage on Un Surface road
5374.6
26819
4.99
Loading & Unloading
475.83
40674
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
40957.13
169972
4.15
Carriage on Un Surface road
2925.51
14598
4.99
Loading & Unloading
454.67
38864
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
119180.85
494600
4.15
Carriage on Un Surface road
8512.92
42479
4.99
Loading & Unloading
967.38
156715
162
Cross Drainage Work
-
-
-
RC SLAB CULVERT (1X1X1.5)
13
8746983
672844.87
RCC SLAB CULVERT (1X2X2)
1
763236
763236.07
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