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 Date21 Nov 2018
Closing Date13 Dec 2018
Tender Amount₹ 1,78,18,000
Costs
EMD
₹ 4,45,450Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_CESDA_71046_1Bid Award Id
ViewTender No
PMGSY II Batch-I 2018-19Tender 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
Documents
BOQ Items
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
9
5482
609.13
200 M Stone (precast/ cast-in-situ)
-
-
-
Providing and fixing 'Logo' of PMGSY project
-
-
-
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 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 600mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
2
12509
6254.77
1) 900 mm side octagon
12
72103
6008.65
i) 600 mm equilateral triangle
12
42293
3524.49
Construction of job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
544
272.43
(4) Boundary Pillar
60
28790
479.84
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
-
-
-
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
3428.88
687456
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.
1714.4
62935
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.
8901.9
122668
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
1780.38
3786156
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.
8242.5
513837
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.
8242.5
144491
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
8242.5
1515383
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
8242.5
507573
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 .
219.39
74050
337.53
Carriage of Stock Materials (cement,steel,bituminous) : lead 162.5km
-
-
-
Loading
35.37
3905
110.42
Unloading
35.37
3551
100.42
Haulage
5747.6
24139
4.2
Carriage of Stone chips & stone dust : Lead 42km
-
-
-
Loading & Unloading
583.55
35608
61.02
Haulage
53921.3
226469
4.2
Carriage of Stone chips & stone dust :(for premix) Lead 42 km
-
-
-
Loading & Unloading
222.5
13576
61.02
Haulage
20563.6
86367
4.2
Carriage of Soil from borrow pit : Lead 7.0 km
-
-
-
Loading & Unloading
1246.2
76043
61.02
Haulage
15702.9
65952
4.2
Protective work
-
-
-
Earthwork in excavation by Mechanical means / manual means in foundation trenches including dressing of sides and ramming of bottom, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
110.36
23213
210.35
(a) Intermediate band of Random Rubble masonry with In cement mortar (1:5) ,(cement) : 5(sand) (b) Providing and Laying Hand Packed wall with clean hard selected stone i/c centering aligning and slopes /curves etc .
591.99
1708506
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.
406.74
1399762
3441.42
Providing and laying of boulders 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 syone boulders weighing less than 40 kgs each
212.93
401444
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 600mm with small 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
610
297423
487.58
Construction of hill side drain with P.C.C M10 (1:3:6) 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
2198
1448152
658.85
Carriage of stock materials (25 km radius) Gangtok
-
-
-
Loading & Unloading
299.34
55317
184.8
Haulage
7483.42
31430
4.2
Carriage of non-stock materials (65 km radius) Gangtok (Sand)
-
-
-
Loading & Unloading
576.02
35148
61.02
Haulage
68892.13
289346
4.2
Carriage of non-stock materials (65 km radius) Gangtok (Stone)
-
-
-
Loading & Unloading
1504.12
166325
110.58
Haulage
208531
875830
4.2
1.5 X 1.00 mtrs Rcc Culverts
7
2967538
423934
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements