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
Road Construction
Eprocure
Opening Date7 Feb 2019
Closing Date15 Feb 2019
Tender Amount₹ 1,58,22,000
Costs
EMD
₹ 3,95,550Document 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
2019_CESDA_74297_10Bid Award Id
ViewTender No
PMGSY II Batch-I Re-Tender 2 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
Clearing and grubbing Road length including uprooting wild Vegetation ,grass, bushes ,shrubs ,saplings & trees of grith upto 300mm ,removal of stumps of such trees cuts earlier an disposal of unserviceable materials and stacking of servecable to be used ir auctioned ,upto a lead of 1000m including removal and disposal of organic soil not exceeding 150mm in thickness as per technical specification clause 201.
20040
-
3.58
EARTH WORK IN HILL ROAD:
-
-
-
Hill cutting in soil in hilly areas including cuttings trimming of side slope to the desire specification as per the clause 1602.1 section 1600 and providing proper grades ,width,camber,super elevation as per provision in clause 1603.8 of SP:20 & levels as per drawing (keeping In mind minimum deforestion to reduce enviromental imbalnce as per clause 1609 .110.1 )and desposing of excavated earth at a predesignated location with a lift up to 1.5m and a lead upto 30m as per direction of engineers as per the provision 1603 and 302 of specification of roral Roads.
-
-
-
a
3211.06
-
107.34
b
2140.73
-
131.47
c
2205.23
-
171.76
d
1470.15
-
289.23
Filling 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 provide over the entire surface.all complete.
316.26
-
487.58
Slip Clearance in mixed soil and throwing of spoils to lead of 30m and lift of 1.50 m complete.Payment shall be done after actual measurement and as per the approved rate.
-
-
-
Throwing of spoils of mixed cutting within / upto 10 km/15km/20km radius (The loading & Unloading,measured in in cum,rates remain same;The haulage which is measured in m³-km,the corresponding application km asper the prevailing site condition,shall be incorporated). (90% of mixed soil)
4816.61
-
197.16
CARPETTING
-
-
-
Construction of Subgrade and Earthen Shoulders:
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
-
-
-
Hair Pin Bends, curves and passing place
4304.33
-
200.49
Compacting Cut Formation: Compacting original ground supporting subgrade (Loosening of the ground upto a level of300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
-
-
-
Hair Pin Bends, curves and passing place
4304.33
-
26.29
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material Granular Sub-base with Close Graded Material (Table:- 400-1)
-
-
-
Hair Pin Bends, curves and passing place
1076.08
-
1169.17
Water Bound Macadam Base (Grading-II):
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) Using Screening Type-B (11.2mm Agg.)
-
-
-
Hair Pin Bends, curves and passing place
599.46
-
1626.49
Water Bound Macadam Base (Grading-II):
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) Using Screening Type-B (11.2mm Agg.)
599.46
-
1686.87
Prime Coat:
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)
High Porosity
-
-
-
Hair Pin Bends, curves and passing place
7992.75
-
79.94
Tack Coat:
Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)
Granular Surface Treated with Primer
-
-
-
Hair Pin Bends, curves and passing place
7992.75
-
17.53
20mm thick Open-Graded Premix Carpet using Bituminous emulsion:
I. Bitumen Emulsion
Open - Graded Premix Surfacing (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 Bitumen S-90.
-
-
-
Hair Pin Bends, curves and passing place
7992.75
-
178.34
Seal Coat:
Case-I I: Type B
(I) Using Bitumen 60/70 grade
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coats)
Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.)
-
-
-
Hair Pin Bends, curves and passing place
7992.75
-
61.58
Carriage of Stock Materials :
-
-
-
Loading /unloading =
356.08
-
210.54
Haulage =
3560.77
-
4.2
Carriage of Stone :
-
-
-
Loading /unloading =
3200.96
-
110.6
Haulage =
281684.42
-
4.15
Carriage of Chips Stone :
-
-
-
Loading /unloading =
215.8
-
61.02
Haulage =
60985.24
-
4.2
Carriage of Sand :
-
-
-
Loading /unloading =
47.96
-
61.02
Haulage =
3069.22
-
4.2
Carriage of Earth :
-
-
-
Loading =
-
-
-
unloading =
-
-
-
Haulage =
-
-
-
Protective work
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
Total Earthwork Quantity =
308.34
-
210.35
Retaining wall :
-
-
-
(a)Providing and laying. Rubble Random Masonry in 1:5 c.c. ( 1 cement, 5 sand, ) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down), and curing etc, complete as per the direction of Engineer in Charge excluding the cost of carriage of materials.
376.91
-
2886.02
Providing and laying Gabian structure with segments of wire crates of size 7mx3mx0.6m each divided into 1.5 m compartments by cross netting made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS 280 and galvanizing coating conforming to IS 4826,woven into mesh with double twist ,mesh size not exceeding 100 x 100 mm ,filled with boulders with least dimension of 200 mm ,all loose ends to be tied with 4mm galvanised steel wire.
125.64
-
1885.37
Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.
130.68
-
487.58
Carriage of Stock Materials :
-
-
-
Loading /unloading =
23.76
-
188.48
Haulage =
1182.27
-
4.2
Carriage of Sand :
-
-
-
Loading /unloading =
130.79
-
61.88
Haulage =
9416.79
-
4.2
Carriage of Stone :
-
-
-
Loading /unloading =
658.86
-
110.58
Haulage =
57979.49
-
4.2
Construction of Hill Side Drain
-
-
-
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
2053
-
661.65
Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:
307.95
-
728.36
Providing and laying RCC cross Drainage of 100X100cm size all complete
4
-
97839
Carriage of Stock Materials : Within 50 km
-
-
-
Loading =
71.03
-
94.24
unloading =
71.03
-
94.24
Haulage =
35516.9
-
4.2
Carriage of Sand : within 40 km
-
-
-
Loading =
136.38
-
36.86
unloading =
136.38
-
24.16
Haulage =
9819.71
-
4.2
Carriage of Stone : within 50km
-
-
-
Loading =
586.88
-
73.72
unloading =
586.88
-
36.86
Haulage =
51030.48
-
4.2
ROAD FURNITURE
-
-
-
Providing fitting fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cemdent concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
-
11159.88
PFF informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting. 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm below ground level as per drawing and technical specification clause 801.
10
-
3524.49
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements