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₹ 6,36,72,100
Costs
EMD
₹ 15,91,803Document Cost
₹ 50,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CESDA_131702_10Bid 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
0.6
52919
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
22425
66378
2.96
Dismentaling
-
-
-
Below foundation
91.31
187460
2053.01
Slab
55.5
79724
1436.47
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
636.02
1122393
1764.72
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
CTSB
981.92
2012342
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
CTB
785.53
1703039
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
23546.25
1078653
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
23546.25
359315
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
23546.25
5060089
214.9
Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
-
-
-
Carriage on Surface road
8653.25
35910
4.15
Loading & Unloading
82.41
24415
296.26
Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)
-
-
-
Carriage on Surface road
7855.33
53651
6.83
Loading & Unloading
157.11
35894
228.47
Stone for CTBS
-
-
-
Carriage on Surface road
97406.27
404236
4.15
Loading & Unloading
1256.86
107435
85.48
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.
Stone chips for CTB
-
-
-
Carriage on Surface road
77924.7
323387
4.15
Loading & Unloading
1005.48
85948
85.48
Stone Chips For MSS
-
-
-
Carriage on Surface road
61496.92
420023
6.83
Loading & Unloading
793.51
67829
85.48
Road Furniture
-
-
-
Informatory Sign board with Logo
1
14388
14388.58
Fixing of citizen board
1
14388
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
7
16966
2423.72
Fixing of 200mtr stone
24
16738
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
1203.5
264709
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).
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.
5959.52
244757
41.07
Throwing of Spoils
-
-
-
Loading & Unloading
1489.88
158925
106.67
Haulage
14898.79
101758
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
598
1184297
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)
3850
3962689
1029.27
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
7950
32992
4.15
Loading & Unloading
159
47105
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
22369.06
92831
4.15
Loading & Unloading
243.14
20783
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
46253.79
191953
4.15
Loading & Unloading
486.88
41618
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
72301.9
300052
4.15
Loading & Unloading
657.29
106480
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.
2163.05
1015031
469.26
Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
164.34
178399
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
158.47
774859
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)
2258.49
10242089
4534.92
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
190.79
244170
1279.76
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
250.68
340014
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
691.74
890705
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
951
320867
337.4
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:
19.44
18334
943.28
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.
203.88
936330
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.
103.48
222177
2147.1
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
19694.81
81733
4.15
Loading & Unloading
393.9
116695
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
73369.38
304482
4.15
Loading & Unloading
797.49
68169
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
16729.34
69426
4.15
Loading & Unloading
231.76
19811
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
209655.36
870069
4.15
Loading & Unloading
2124.71
344202
162
Cross Drainage Work
-
-
-
RCC SLAB CULVERT
-
-
-
1X1X1.5
3
1994226
664742.06
Culvert Repair
7
2162453
308921.94
MRL20-Thangsing to Batasey via Bermoik
-
-
-
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.
11212.5
348484
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
26459
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
11212.5
33189
2.96
Dismentaling
-
-
-
Below foundation
308.31
632963
2053.01
Slab
79.29
113897
1436.47
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
312.46
551395
1764.72
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
596.25
1292675
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
11773.13
539326
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
11773.13
179657
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
11773.13
2530044
214.9
Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
-
-
-
Carriage on Surface road
4532.65
18810
4.15
Loading & Unloading
41.21
12207
296.26
Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)
-
-
-
Carriage on Surface road
3000
20490
6.83
Loading & Unloading
60
13708
228.47
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.
Stone chips for CTB
-
-
-
Carriage on Surface road
59148
245464
4.15
Loading & Unloading
763.2
65238
85.48
Stone Chips For MSS
-
-
-
Carriage on Surface road
30748.46
210011
6.83
Loading & Unloading
396.75
33914
85.48
Road Furniture
-
-
-
Informatory Sign board with Logo
1
14388
14388.58
Fixing of citizen board
1
14388
14388.58
Maintenance Information board
1
14388
14388.58
i) 900mm equilateral triangle
12
82854
6904.55
Fixing of Ordinary KM stone
3
7271
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
605.5
133179
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).
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.
5959.52
244757
41.07
Throwing of Spoils
-
-
-
Loading & Unloading
1489.88
158925
106.67
Haulage
14898.79
101758
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
299
592148
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)
1965
2022515
1029.27
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
4050
16807
4.15
Loading & Unloading
81
23997
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
11357.49
47133
4.15
Loading & Unloading
123.45
10552
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
23484.1
97458
4.15
Loading & Unloading
247.2
21130
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
36744.95
152491
4.15
Loading & Unloading
334.05
54115
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.
1081.6
507550
469.26
Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
75.71
82184
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
71
347149
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)
940.86
4266729
4534.92
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
116.51
149109
1279.76
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
93.9
127363
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
305.7
393628
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
374
126187
337.4
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
7552.5
31342
4.15
Loading & Unloading
151.05
44750
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
29037.67
120506
4.15
Loading & Unloading
315.63
26979
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
4590.07
19048
4.15
Loading & Unloading
63.19
5401
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
65669.2
272527
4.15
Loading & Unloading
671.67
108810
162
Cross Drainage Work
-
-
-
RCC SLAB CULVERT
-
-
-
Culvert Repair
10
3089219
308921.94
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