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₹ 3,93,96,500
Costs
EMD
₹ 9,84,913Document 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_7Bid 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
0.25
21946
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
9303.75
27539
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.
496.2
127136
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.
223.3
394120
1764.98
Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100kN static roller in stages to proper grade and camber applying and brooming, crusable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405, Aggregated (0.109 cum) (A) Manual Means
221.49
531225
2398.45
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
9768.94
447515
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
9768.94
149073
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
9768.94
2099344
214.9
Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
-
-
-
Carriage on Surface road
4167.43
17294
4.15
Carriage on Un Surface road
52.75
263
4.99
Loading & Unloading
35.17
10418
296.26
Stone Chips For MSS
-
-
-
Carriage on Surface road
21686.92
90000
4.15
Carriage on Un Surface road
765.42
3819
4.99
Loading & Unloading
329.21
28141
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
10
69045
6904.55
ii) 600mm Circular
3.33
20797
6239.87
Fixing of Ordinary KM stone
3
7271
2423.72
Fixing of 200mtr stone
10
6974
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
503.7
110788
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).
92.29
411372
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.
5631
231265
41.07
Throwing of Spoils
-
-
-
Loading & Unloading
2252.4
240263
106.67
Haulage
20722.07
141531
6.83
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
500
990215
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)
1357.6
1397336
1029.27
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
3455.65
14340
4.15
Carriage on Un Surface road
109.13
544
4.99
Loading & Unloading
72.75
21552
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
7777.61
32277
4.15
Carriage on Un Surface road
319.63
1594
4.99
Loading & Unloading
115.81
9899
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
15290.54
63455
4.15
Carriage on Un Surface road
539.67
2692
4.99
Loading & Unloading
232.11
19841
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
17033.04
70687
4.15
Carriage on Un Surface road
699.99
3492
4.99
Loading & Unloading
212.12
34363
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.
433.04
203206
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:
43.52
41054
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
26.6
130069
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)
339.89
1541392
4534.92
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
44.09
56422
1279.76
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
21
28483
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
110.4
142154
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
123
41500
337.4
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.
303.59
1394302
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.
72.43
155523
2147.1
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
4811.66
19968
4.15
Carriage on Un Surface road
151.95
758
4.99
Loading & Unloading
101.3
30010
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
18548.15
76974
4.15
Carriage on Un Surface road
762.25
3803
4.99
Loading & Unloading
210.17
17965
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
19315.97
80161
4.15
Carriage on Un Surface road
681.74
3401
4.99
Loading & Unloading
279.47
23889
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
43979.48
182514
4.15
Carriage on Un Surface road
1807.38
9018
4.99
Loading & Unloading
547.69
88725
162
Cross Drainage Work
-
-
-
RCC Culvert
-
-
-
1X1X1.5 (Reapariang)
10
761533
76153.34
Lower Lamaten (Lokdara) to Lungchok view point
-
-
-
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
0.38
33185
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
5055.75
14965
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.
561.75
143931
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.
1216.2
2158541
1774.82
Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100kN static roller in stages to proper grade and camber applying and brooming, crusable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405, Aggregated (0.111 cum) (A) Manual Means
1105.94
2787918
2520.85
Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100kN static roller in stages to proper grade and camber applying and brooming, crusable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405, Aggregated (0.109 cum) (A) Manual Means
1105.94
2861961
2587.8
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
14745.94
675511
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
14745.94
225023
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
14745.94
3168902
214.9
Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
-
-
-
Carriage on Surface road
6290.62
26106
4.15
Carriage on Un Surface road
79.63
397
4.99
Loading & Unloading
53.09
15726
296.26
Stone Chips For MSS
-
-
-
Carriage on Surface road
32735.8
135853
4.15
Carriage on Un Surface road
1155.38
5765
4.99
Loading & Unloading
496.94
42478
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
15
103568
6904.55
ii) 600mm Circular
5
31199
6239.87
Fixing of Ordinary KM stone
4
9694
2423.72
Fixing of 200mtr stone
15
10461
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
756.5
166392
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).
92.38
411773
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.
-
-
-
Throwing of Spoils
-
-
-
Loading & Unloading
4125.93
440112
106.67
Haulage
37958.56
259256
6.83
H.S. Drain
-
-
-
Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) (SOR 2020 10.11)
1602
85050
53.09
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
140
277260
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)
2003
2061627
1029.27
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
3457.47
14348
4.15
Carriage on Un Surface road
109.18
544
4.99
Loading & Unloading
72.79
21564
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
7300.36
30296
4.15
Carriage on Un Surface road
300.02
1497
4.99
Loading & Unloading
108.7
9291
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
14330.58
59471
4.15
Carriage on Un Surface road
505.79
2523
4.99
Loading & Unloading
217.54
18595
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
17931.23
74414
4.15
Carriage on Un Surface road
736.9
3677
4.99
Loading & Unloading
223.3
36175
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.
724.07
339778
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:
76.33
72002
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
68.56
335223
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)
832.23
3774105
4534.92
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
102.54
131226
1279.76
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
120.39
163293
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
227.82
293347
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
305
102907
337.4
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.
81.55
374532
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.
41.39
88870
2147.1
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
7681.63
31878
4.15
Carriage on Un Surface road
242.58
1210
4.99
Loading & Unloading
161.72
47910
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
40736.66
169057
4.15
Carriage on Un Surface road
1674.11
8353
4.99
Loading & Unloading
376.85
32212
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
24753.39
102726
4.15
Carriage on Un Surface road
873.65
4359
4.99
Loading & Unloading
368.68
31515
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
67888.33
281736
4.15
Carriage on Un Surface road
2789.93
13921
4.99
Loading & Unloading
845.43
136960
162
Cross Drainage Work
-
-
-
RCC SLAB CULVERT
-
-
-
1X1X1.5
5
3147764
629552.82
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