Rural Management And Development Department Tender
View complete overview of Sikkim Rural Management And Development Department Tender
Rural Management And Development Department Tender
Electrical and Electronics
Electrical Works
Eprocure
Opening Date31 Jan 2024
Closing Date19 Feb 2024
Tender Amount₹ 3,28,16,100
Costs
EMD
₹ 8,20,403Document Cost
₹ 50,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CESDA_131702_14Bid 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
17947.5
53124
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.
957.2
245253
256.22
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
-
-
-
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.
585.47
926640
1582.73
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
234.21
533647
2278.48
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
1446.38
3401377
2351.65
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
18844.88
863283
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
18844.88
287572
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
18844.88
4049763
214.9
Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
-
-
-
Carriage on Surface road
6682.39
27731
4.15
Carriage on Un Surface road
101.76
507
4.99
Loading & Unloading
67.84
20098
296.26
Carriage on Surface road
96959.66
402382
4.15
Carriage on Un Surface road
1476.54
7367
4.99
Loading & Unloading
635.07
199717
314.48
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
19
131186
6904.55
ii) 600mm Circular
6.3
39311
6239.87
Fixing of Ordinary KM stone
5
12118
2423.72
Fixing of 200mtr stone
19
13251
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
964.7
212185
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.
3359.55
137976
41.07
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
-
-
-
HILL CUTTING
-
-
-
Cost of haulage excluding loading and unloading.(hill cutting)
37253.56
154602
4.15
Excavation in soil in hilly areas by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meters.
7450.71
746412
100.18
Excavation in soil in hilly areas by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meters.
3193.16
488426
152.96
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)
4307.4
4433477
1029.27
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
2573.89
10681
4.15
Carriage on Un Surface road
208.69
1041
4.99
Loading & Unloading
139.13
41218
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
6891.32
28598
4.15
Carriage on Un Surface road
558.76
2788
4.99
Loading & Unloading
202.45
17305
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
2196.56
9115
4.15
Carriage on Un Surface road
941.38
4697
4.99
Loading & Unloading
404.9
34610
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
17706.43
73481
4.15
Carriage on Un Surface road
1435.66
7163
4.99
Loading & Unloading
435.05
70477
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.
789.71
370578
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:
78.45
73997
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
74.56
364565
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)
818.31
3710961
4534.92
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
73.89
94561
1279.76
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
153.75
208541
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
261.9
337230
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
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.
40.78
187266
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.
20.7
44436
2147.1
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
2407.02
9989
4.15
Carriage on Un Surface road
195.16
973
4.99
Loading & Unloading
130.11
38546
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
20464.3
84926
4.15
Carriage on Un Surface road
1659.27
8279
4.99
Loading & Unloading
369.6
31593
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
2193.33
9102
4.15
Carriage on Un Surface road
940
4690
4.99
Loading & Unloading
388.43
33203
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
32348.49
134246
4.15
Carriage on Un Surface road
2622.85
13088
4.99
Loading & Unloading
794.8
128758
162
CROSS DRAINAGE WORK
-
-
-
RCC SLAB CULVERT
-
-
-
1X1X1.5
10
6358729
635872.95
1X2X2
2
1440853
720426.63
Evaluation Notes How It Works ?
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