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₹ 1,53,19,000
Costs
EMD
₹ 3,82,975Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Rcr From T01-link Road.
Description
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Contact
Tender Id
2019_CESDA_72145_5Tender No
PMGSY II BAtch-I Re-Tender 2018-19Tender Authority
Rural Management And Development Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Construction of Subgrade and Earthen Shoulders
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-
-
Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as p
3109.08
623339
200.49
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.
1554.54
57067
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.
8071.65
108967
13.5
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
1614.33
3721870
2305.52
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.
7473.75
465913
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
7473.75
131014
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
7473.75
1374048
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
7473.75
460233
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
49366
337.53
Carraige of stock materials:(lead=127km)
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-
-
Consumption of Cement/steel/Bitumen Emulsion :
-
-
-
Loading
32.05
3538
110.42
Unloading =
32.05
3208
100.12
Haulage =
4070.35
17095
4.2
Carraige of non-stock materials:(lead:55)
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-
-
Consumption of stone chips & stone dust :
-
-
-
Loading & unloading
529.14
32288
61.02
Haulage =
64025.82
268908
4.2
Carriage of stine chips and stone dust (for premix)(lead 55)
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-
-
Loading & unloading
201.79
12313
61.02
Haulage =
24416.59
102549
4.2
Carriage of soil from borrowpit (lead-10km)
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-
-
Loading & unloading
1130.03
68954
61.02
Haulage =
20340.56
85430
4.2
Setion B (P/WORK)
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-
-
Retaining wall & Brest wall :
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-
-
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
113.61
23897
210.35
(b) Random Rubble masonry with cement mortar ( In cement mortar (1:5) , ( 1 (cement) : 5(sand)) for Brest wall .
527.03
1521015
2886.02
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 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
348.45
1199148
3441.42
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.
242.51
457216
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).
798.25
389210
487.58
Carraige of stock materials(35km)
-
-
-
Loading
101.5
9565
94.24
Unloading =
101.5
9565
94.24
Haulage =
3114.06
17345
5.57
Carraige of Sand(Lead:55km)
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-
-
Loading& unloading
235.81
14389
61.02
Haulage =
23864.18
100229
4.2
Carraige of Stone(Lead:55km)
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-
-
Loading& unloading
1646.09
182024
110.58
Haulage =
190123.28
798517
4.2
Setion C
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-
-
Construction of Hill Side Drain
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-
-
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
1982
1311390
661.65
P/L hand packed stone soling of specified thickness with clean hard selected stones all complete
222.98
124931
560.28
Carraige of stock materials(Lead:35km)
-
-
-
loading
69.37
6537
94.24
Unloading =
69.37
6537
94.24
Haulage =
2427.95
10197
4.2
Carraige of Sand(Lead:55km)
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-
-
Loading & unloading
133.19
8127
61.02
Haulage =
14650.9
61533
4.2
Carraige of Stone(Lead:55km)
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-
-
Loading& unloading
455.91
50414
110.58
Haulage =
55165.11
231693
4.2
SECTION D:-(CULVERT)
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-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
155.62
38866
249.76
stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204(1:5)
103.25
311664
3018.41
stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204(1:5)
76.44
230726
3018.41
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
2.7
2176
806.02
Plain/Reinforced Cement Concrete of grade M-20(1:2:4) in complete as per Drawing and Technical Specifications.
19.8
98056
4952.35
Plain/Reinforced Cement Concrete of grade M-20(1:2:4) in complete as per Drawing and Technical Specifications.
2.79
13817
4952.35
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
47.6
13804
290
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
42.31
20630
487.58
Providing tar paper bearing under the deck slab etc complete as per drawing and Technical Specifications
12.6
1260
100
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
181.54
47940
264.08
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
31.61
213156
6742.8
Filling fondation and plinth with excavated earth well watered and rammed etc complete as per drawing and Technical Specifications
51.87
7017
135.28
Carraige of stock materials(Lead:30km)
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-
-
CEMENT:-
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-
-
loading
256.25
2413
9.42
Unloading =
256.25
2413
9.42
Haulage =
7687.61
3228
0.42
HYSD BAR
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-
-
loading
59.18
603
10.2
Unloading =
59.18
603
10.2
Haulage =
1775.34
745
0.42
Carraige of STONE CHIPS(Lead:20km)
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-
-
Loading & unloading
20.33
1240
61.02
Haulage =
406.62
2817
6.93
Carraige of Sand(Lead:20km)
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-
-
Loading & unloading
73.06
4458
61.02
Haulage =
1461.17
10125
6.93
Carraige of Stone(Lead:20km)
-
-
-
Loading& unloading
191.51
11686
61.02
Haulage =
3830.28
26543
6.93
SECTION E (ROAD FURNITURES)
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-
-
Reinforced cement concrete M15 kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703
2
4420
2210.11
Ordinary Kilometer Stone (precast/ cast-in-situ)
3
4006
1335.58
Reinforced cement concrete M15 kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703
-
-
-
200 M Stone (precast/ cast-in-situ)
9
3616
401.82
Providing and Fixing 'Logo' of PMGSY Project
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-
-
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be we
2
12509
6254.77
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
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-
-
900mm side equilaterial triangle
12
18234
1519.55
600mm side equilateral triangle
12
17953
1496.1
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
12
72103
6008.65
Construction of job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
544
272.43
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