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₹ 1,49,48,000
Costs
EMD
₹ 3,73,700Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CESDA_70762_1Bid Award Id
ViewTender No
PMGSY II Batch-I 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 , levelling and compacting the cut formation to facilitate placement of granular sub-base course , scarified to a depth of 150 mm, mixed with water at OMC and compacting by rolling so as to achieve minimum dry density as given in Table no. 300
2417.85
-
67.5
By Mix in Place Method (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)
1108.18
-
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 Smoothroller 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.) grading 2 as per technical specification clause 405
-
-
-
Water Bound Macadam Base (Grading-III):
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.) grading 3as per technical specification clause 405
820.88
-
1686.87
Prime Coat:
Prime coat (Providing and applying primer coat with bitumen emulsion (ss-1)on prepared surface of granular Base including clearing of road surface and spraying primer at the rate 1.2 to 1.5 kg/sqm using mechanical means as per technical specification clause 503
High Porosity
8208.75
-
79.94
Tack Coat:
Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion (RS-1)pressure distributor at required rate 0.25to 0.30 kg/sqmon the prepared bituminous/granular surface cleaned with mechanical broom.)as per clause 503
Granular Surface Treated with Primer
8208.75
-
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 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 to be followed by seal xcoat of either Type A Type B Type C as per technical specification clause 508.
8208.75
-
183.85
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 A, Type B and Type C as per technical clause 510
8208.75
-
87.63
carrage of stock materials (160 km)
-
-
-
loading
37.19
-
110.42
unloading
37.19
-
100.12
Haulage
5949.7
-
4.2
carraige of stone chips and binding metarials
-
-
-
Stone( Lead 25 km)
-
-
-
loading
2671.09
-
73.72
unloading
2671.09
-
36.86
Haulage
146909.95
-
4.2
Stone Chips (Lead 160km)
-
-
-
loading
221.64
-
73.72
unloading
221.64
-
36.86
Haulage
78015.96
-
4.2
carraige of sand (lead 25 km)
-
-
-
loading
49.25
-
36.86
unloading
49.25
-
24.16
Haulage
1970
-
4.2
PROTECTIVE WORK
-
-
-
Earth work in excavation for structure as per drawing for ordinary soil and ordinary rock(without blasting) upto 3 m depth as per specification 300
-
-
-
soil 60%
483.17
-
210.35
Ordinary rock 40%
322.11
-
262.93
Providing and laying. Random Rubble Stone masonary in (1:5cement mortar) as per technical specification clause 700
594.37
-
2886.02
Providing and laying Hand Packed wall with clean hard selected stone including centering aligning and slopes/curves etc. complete as per the direction of Engineer in Charg
-
-
-
Providing and laying of boulder apron laid in wire crates with 4mm dia GI Wire conforming to IS : 280 and IS : 4826 in 100mm x 100mm mesh (woven diagonally) ncluding 10 percent extra for laps and joints with stone boulders weighing not less than 25 kg each as per drawing and technical specification clause 1301
173.02
-
1885.37
Providing and laying hand packed stone filling behind abutment, wingwall and retaining wall complete as per drawing and technical specification clause 1204.3.8
299.03
-
487.58
Parapets of 45 cm top to 60 cm bottom and 60 cm height
60
-
1474.94
Providing & laying Plum concrete in 1:2:4 c.c. (1 cement, 2 coarse sand, 4 clean hard grade stone chips of 20 mm to 25 mm nominal guage) with 50% clean hard stone of sizes not exceeding 15 cm including shuttering, compacting and curing complete.
227.48
-
3441.42
Slip clearance in mixed soil and throwing of spoils to lead of 30 m and lift of 1.50 m complete. Payment shall be done after actual measurement and as per the approved rate .
-
-
-
carrage of stock materials (60 km)
-
-
-
loading
78.8
-
94.24
unloading
78.8
-
94.24
Haulage
4728.19
-
4.2
carraige of sand (lead 25 km)
-
-
-
loading
162.55
-
36.86
unloading
162.55
-
24.16
Haulage
6502
-
4.2
carraige of stone (lead 25 km)
-
-
-
loading
1348.03
-
73.72
unloading
1348.03
-
36.86
Haulage
74141.65
-
4.2
SIDE DRAIN AND C.D
-
-
-
Construction of Hill Side Drain
1990
-
1259.9
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:
179.1
-
560.28
Earth work in excavation for structure as per drawing for ordinary soil and ordinary rock(without blasting) upto 3 m depth as per specification 300
-
-
-
soil 60%
298.8
-
210.35
Ordinary rock 40%
199.2
-
262.93
Jungle Clearance and clearance of bushes etc all complete
1370
-
25.98
White washing with white lime in two or more coats to give an even shade include- ding cleaning the surface to remove dirt, dust, mortar drops etc on old surface complete.(to be paid on actual)
2
-
20000
carrage of stock materials (60 km)
-
-
-
loading
116.22
-
94.24
unloading
116.22
-
94.24
Haulage
6973.32
-
4.2
carraige of sand (lead 25 km)
-
-
-
loading
206.96
-
73.72
unloading
206.96
-
36.86
Haulage
8278.4
-
4.2
carraige of stone (lead 25 km)
-
-
-
loading
1043.76
-
73.72
unloading
1043.76
-
36.86
Haulage
57406.8
-
4.2
ROAD FURNITURE AND OTHERS
1
-
47366
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