Rural Management And Development Department Tender
View complete overview of Sikkim Rural Management And Development Department Tender
Rural Management And Development Department Tender
Eprocure
Opening Date11 Jan 2019
Closing Date17 Jan 2019
Tender Amount₹ 1,26,66,000
Costs
EMD
₹ 3,16,650Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CESDA_72145_3Bid Award Id
ViewTender No
PMGSY II BAtch-I Re-Tender 2018-19Tender Authority
Rural Management And Development Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
Compacting Cut Formation :
-
-
-
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
1404
51540
36.71
Stabilisation of Sub-Bases and Base
-
-
-
Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.
7290
100456
13.78
Stabilized Sub base / Base: Providing, laying, Spreading and compacting in-situ/borrow area soil /Murrum of CBR 5% mixed with / without 30% of granular Grade-I material. Application: (1) Rip and loosen the soil with tractor operated ripper / rotavator upto depth of 150 mm. Apply 0.75 - 1 kg /cum organosilane Nanotechnology with OMC water (1000 ppm TDS) on loose soil with scarification, (2) Spread cement @ 3% by soil weight in treated & dry soil , (3) 0.75 kg/cum of nano acrylic Co-Polymer with OMC water (1000 ppm TDS) on loose soil-cement with scarification. Grade the soil (4) Spread single layer of 13.2 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate layer.
(5).Compact the soil-aggregate surface with 8 to 10 tonne vibratory power roller to achieve smooth stone embedded layer with the desired density.
(6).Waterproofing the top compacted surface with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (1000 ppm TDS) @ 3ltrs/sqm in two spray application (1.5 ltrs. + 1.5 ltrs.).
Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge. UCS @ 7 days = 4.50
1458
3100582
2126.6
Prime Coat:
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification cl. 502.
6750
420795
62.34
Tack Coat:
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
6750
118327
17.53
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Open graded premix surfacing using cationic bitumen emulsion
6750
1240987
183.85
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
6750
415665
61.58
Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .
146.26
49367
337.53
Carriage of stck materila:loading/unloading
28.95
3196
110.42
haulage
28.95
2898
100.12
head load
723.75
3039
4.2
Carriage of Stone chips & stone dust : loading/unloading
477.9
29161
61.02
haulage
15770.4
63397
4.02
Carriage of Stone chips & stone dust :(for premix) loading/unloading
182.25
11120
61.02
haulage
58939.65
236937
4.02
Carriage of Soil from borrow pit :loading/unloading
1020.6
62277
61.02
haulage
9185.4
36925
4.02
Retaining and breast wall
-
-
-
a)Earthwork in excavation for structures as per drawing including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches
198.59
41773
210.35
(b) Random Rubble masonry with cement mortar ( In cement mortar (1:5) , ( 1 (cement) : 5(sand)) for Brest wall .
526.65
1509431
2866.1
P/L of boulder apron laid in wire crates with 4mm dia G I wire conforming to IS 280 & diagonally i/c 10% extra for laps & joints laid with with stone boulders weighing not less than 25 kg all complete.
500.6
943816
1885.37
Backfilling behind abutment, wing wall and return wall complete as per drawings with well packed graded filter to a thickness not less than 600 mm with smaller size towards soil and bigger size towards the wall and provided over the entire surface behind abutment , wing or return wall to the full height as per direction of the Engineer (technical specification Clause 1204.3.8).
622
303274
487.58
Carriage of stck material:loading/unloading
71.8
6763
94.2
haulage
71.8
6763
94.2
head load
1795
7539
4.2
Carriage ofvsand : loading/unloading
1243.56
75882
61.02
haulage
24843.12
104341
4.2
Carriage of Stone loading/unloading
2443
270146
110.58
haulage
195440
820848
4.2
Construction of Hill Side Drain
-
-
-
Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1
1800
1190970
661.65
P/L hand packed stone soling of specified thickness with clean hard selected stones all complete
202.5
113456
560.28
Carriage of stck material:loading/unloading
63
5937
94.24
haulage
63
5937
94.24
head load
1575
6615
4.2
Carriage ofvsand : loading/unloading
120.76
7368
61.02
haulage
7257.6
30481
4.2
Carriage of Stone loading/unloading
414.05
45785
110.58
haulage
27327.3
114774
4.2
Earthwork in hilly area in ordinary rock not requiring blasting by mechanical means i/c cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres
2497.5
525349
210.35
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