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
Irrigation Work
Eprocure
Opening Date31 Jan 2024
Closing Date19 Feb 2024
Tender Amount₹ 3,59,75,100
Costs
EMD
₹ 8,99,378Document Cost
₹ 50,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CESDA_131702_5Bid 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
24937.5
73815
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.
Only Shoulder Portion (GSB)
1995
3609733
1809.39
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
700.5
1518691
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
26184.38
1199506
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
26184.38
399573
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
26184.38
5627022
214.9
Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)
-
-
-
Carriage on Surface road
10997.44
45639
4.15
Loading & Unloading
91.65
27150
296.26
Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)
-
-
-
Carriage on Surface road
2800
19124
6.83
Loading & Unloading
70
15992
228.47
Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.
Stone chips for CTB
-
-
-
Carriage on Surface road
62540.64
427152
6.83
Loading & Unloading
896.64
76644
85.48
Stone Chips For MSS
-
-
-
Carriage on Surface road
61548.34
420375
6.83
Loading & Unloading
882.41
75428
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
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
27
18831
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
1337.5
294183
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).
1500
6686085
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.
2298.69
94407
41.07
Loading & Unloading
8045.41
858204
106.67
Haulage
74017.79
505541
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
400
792172
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)
3500
3602445
1029.27
Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
187.03
203037
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
124.69
609678
4889.63
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
6540
27141
4.15
Loading & Unloading
163.5
48438
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
24352.69
101063
4.15
Loading & Unloading
264.7
22626
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
35277.3
146400
4.15
Loading & Unloading
412.6
35269
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
65311.81
271044
4.15
Loading & Unloading
742.18
120233
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.
854.9
401172
469.26
Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)
60.74
65933
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
60.74
296976
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)
766.32
3475199
4534.92
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material
104.64
133914
1279.76
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material
50.7
68767
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
252
324482
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
265
89411
337.4
Carriage of Stock Materials (Cement )
-
-
-
Carriage on Surface road
4946
20525
4.15
Loading & Unloading
123.65
36632
296.26
Carriage of Non-Stock Materials (Sand )
-
-
-
Carriage on Surface road
23776.67
98673
4.15
Loading & Unloading
258.44
22091
85.48
Carriage of Non-Stock Materials (Stone Chips )
-
-
-
Carriage on Surface road
3770.35
15646
4.15
Loading & Unloading
54.06
4620
85.48
Carriage of Non-Stock Materials (Stone )
-
-
-
Carriage on Surface road
22599.07
93786
4.15
Loading & Unloading
256.81
41602
162
Cross Drainage Work
-
-
-
RCC SLAB CULVERT
-
-
-
1X1X1.5
3
1979917
659972.51
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