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
Eprocure
Opening Date31 Jan 2024
Closing Date19 Feb 2024
Tender Amount₹ 3,41,72,600
Costs
EMD
₹ 8,54,315Document Cost
₹ 50,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CESDA_131702_18Bid 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
18652.5
55211
2.96
Dismentaling
-
-
-
Below foundation
321.23
659488
2053.01
Slab
79.29
113897
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 Earthen
994.8
254887
256.22
Only Shoulder Portion GSB
497.4
838138
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 (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading
-
-
-
CTSB
612.04
1254304
2049.4
CTB
1865.25
4043880
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
19585.13
897194
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
19585.13
298869
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
19585.13
4208843
214.9
Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
-
-
-
Carriage on Surface road
8568.49
35559
4.15
Loading & Unloading
68.55
20308
296.26
Cost of Haulage for Stock materials Excluding Loading and Unloading(4%Cement)
CSTB
-
-
-
Carriage on Surface road
1470
6100
4.15
Loading & Unloading
49
14516
296.26
Cost of Haulage for Stock materials Excluding Loading and Unloading(5%Cement)
CTB
-
-
-
Carriage on Surface road
5610
23281
4.15
Loading & Unloading
187
55400
296.26
Stone Chips For CTSB
-
-
-
Carriage on Surface road
54642.5
226766
4.15
Loading & Unloading
783.41
66965
85.48
Stone Chips For CTB
-
-
-
Carriage on Surface road
166529.52
691097
4.15
Loading & Unloading
2387.52
204085
85.48
Stone Chips For MSS
-
-
-
Carriage on Surface road
46036.31
191050
4.15
Loading & Unloading
660.02
56418
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
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
1002.3
220455
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).
98.9
440835
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
248
491146
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)
2173.96
2237591
1029.27
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
2535
10520
4.15
Loading & Unloading
84.5
25033
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
8241.15
34200
4.15
Loading & Unloading
127.97
10938
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
21903.75
90900
4.15
Loading & Unloading
256.18
21898
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
26990.39
112010
4.15
Loading & Unloading
350.53
56785
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.
1607.08
754139
469.26
Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
91.53
99360
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
80.46
393404
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)
1082.69
4909903
4534.92
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
205.44
262913
1279.76
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
20.1
27263
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
388.2
499857
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
396
133610
337.4
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
5208
21613
4.15
Loading & Unloading
173.6
51430
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
30220.2
125413
4.15
Loading & Unloading
362.62
30996
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
4994.55
20727
4.15
Loading & Unloading
71.61
6120
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
52666.75
218567
4.15
Loading & Unloading
608.22
98531
162
Cross Drainage Work
-
-
-
RCC SLAB CULVERTS
-
-
-
(1x1x1.5)
11
7192106
653827.83
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