Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Sikkim PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date11 Jan 2019
Closing Date17 Jan 2019
Tender Amount₹ 2,90,70,000
Costs
EMD
₹ 7,26,750Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of road.
Description
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Contact
Tender Id
2019_CESDA_72145_26Bid Award Id
ViewTender No
PMGSY II BAtch-I Re-Tender 2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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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
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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)
1728.99
-
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
1200.68
-
1626.49
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
1200.68
-
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
16009.13
-
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
16009.13
-
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.
16009.13
-
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
16009.13
-
87.63
carrage of stock materials (160 km)
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-
-
loading
72.52
-
110.42
unloading
72.52
-
100.12
Haulage
11603.41
-
4.2
carraige of stone chips and binding metarials
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-
Stone( Lead 26 km)
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-
-
loading
5882.01
-
73.72
unloading
5882.01
-
36.86
Haulage
336450.97
-
4.2
Stone Chips (Lead 160km)
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-
-
loading
432.25
-
73.72
unloading
432.25
-
36.86
Haulage
152150.72
-
4.2
carraige of sand (lead 26 km)
-
-
-
loading
96.05
-
36.86
unloading
96.05
-
24.16
Haulage
3995.68
-
4.2
PROTECTIVE WORK
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-
-
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%
1055.5
-
210.35
Ordinary rock 40%
703.67
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262.93
Providing and laying. Random Rubble Stone masonary in (1:5cement mortar) as per technical specification clause 700
877.51
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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
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-
-
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
112.95
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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
575.38
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487.58
Parapets of 45 cm top to 60 cm bottom and 60 cm height
74
-
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.
1400.74
-
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 .
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-
-
carrage of stock materials (50 km)
-
-
-
loading
285.53
-
94.24
unloading
285.53
-
94.24
Haulage
14276.39
-
4.2
carraige of sand (lead 26 km)
-
-
-
loading
475.41
-
36.86
unloading
475.41
-
24.16
Haulage
19777.06
-
4.2
carraige of stone (lead 26 km)
-
-
-
loading
2985.98
-
73.72
unloading
2985.98
-
36.86
Haulage
170798.06
-
4.2
SIDE DRAIN AND C.D
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Construction of Hill Side Drain
3820
-
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:
343.48
-
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
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-
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soil 60%
178.8
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210.35
Ordinary rock 40%
119.2
-
262.93
Providing and Laying reinforced Cement Concrete Pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2
90
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5479.32
carrage of stock materials (50 km)
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-
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loading
132.39
-
94.24
unloading
132.39
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94.24
Haulage
6619.3
-
4.2
carraige of sand (lead 26 km)
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-
-
loading
179.54
-
73.72
unloading
179.54
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36.86
Haulage
7468.86
-
4.2
carraige of stone (lead 26 km)
-
-
-
loading
1201.39
-
73.72
unloading
1201.39
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36.86
Haulage
68719.51
-
4.2
ROAD FURNITURE AND OTHERS
1
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66265
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