Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Sikkim PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date7 Feb 2019
Closing Date15 Feb 2019
Tender Amount₹ 2,90,70,000
Costs
EMD
₹ 7,26,750Document 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_15Bid Award Id
ViewTender No
PMGSY II Batch-I Re-Tender 2 2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
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
-
-
-
... More
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
... More
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
... More
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
... More
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
... More
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
... More
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
... More
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
... More
carrage of stock materials (160 km)
-
-
-
... More
loading
72.52
-
110.42
... More
unloading
72.52
-
100.12
... More
Haulage
11603.41
-
4.2
... More
carraige of stone chips and binding metarials
-
-
-
... More
Stone( Lead 26 km)
-
-
-
... More
loading
5882.01
-
73.72
... More
unloading
5882.01
-
36.86
... More
Haulage
336450.97
-
4.2
... More
Stone Chips (Lead 160km)
-
-
-
... More
loading
432.25
-
73.72
... More
unloading
432.25
-
36.86
... More
Haulage
152150.72
-
4.2
... More
carraige of sand (lead 26 km)
-
-
-
... More
loading
96.05
-
36.86
... More
unloading
96.05
-
24.16
... More
Haulage
3995.68
-
4.2
... More
PROTECTIVE WORK
-
-
-
... More
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
-
-
-
... More
soil 60%
1055.5
-
210.35
... More
Ordinary rock 40%
703.67
-
262.93
... More
Providing and laying. Random Rubble Stone masonary in (1:5cement mortar) as per technical specification clause 700
877.51
-
2886.02
... More
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
-
-
-
... More
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
-
1885.37
... More
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
-
487.58
... More
Parapets of 45 cm top to 60 cm bottom and 60 cm height
74
-
1474.94
... More
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
... More
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 .
-
-
-
... More
carrage of stock materials (50 km)
-
-
-
... More
loading
285.53
-
94.24
... More
unloading
285.53
-
94.24
... More
Haulage
14276.39
-
4.2
... More
carraige of sand (lead 26 km)
-
-
-
... More
loading
475.41
-
36.86
... More
unloading
475.41
-
24.16
... More
Haulage
19777.06
-
4.2
... More
carraige of stone (lead 26 km)
-
-
-
... More
loading
2985.98
-
73.72
... More
unloading
2985.98
-
36.86
... More
Haulage
170798.06
-
4.2
... More
SIDE DRAIN AND C.D
-
-
-
... More
Construction of Hill Side Drain
3820
-
661.65
... More
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
... More
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
-
-
-
... More
soil 60%
178.8
-
210.35
... More
Ordinary rock 40%
119.2
-
262.93
... More
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
-
5479.32
... More
carrage of stock materials (50 km)
-
-
-
... More
loading
132.39
-
94.24
... More
unloading
132.39
-
94.24
... More
Haulage
6619.3
-
4.2
... More
carraige of sand (lead 26 km)
-
-
-
... More
loading
179.54
-
73.72
... More
unloading
179.54
-
36.86
... More
Haulage
7468.86
-
4.2
... More
carraige of stone (lead 26 km)
-
-
-
... More
loading
1201.39
-
73.72
... More
unloading
1201.39
-
36.86
... More
Haulage
68719.51
-
4.2
... More
ROAD FURNITURE AND OTHERS
1
-
66265
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements