Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Sikkim PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date21 Nov 2018
Closing Date13 Dec 2018
Tender Amount₹ 4,66,60,000
Costs
EMD
₹ 11,66,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CESDA_70758_1Bid Award Id
ViewTender No
PMGSY II Batch-I 2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-
GEM & Bid Advisory Services
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Documents
BOQ Items
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)
668.25
-
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
464.06
-
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
2066.63
-
1686.87
Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)
25050
-
9.7
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
2700
-
207.09
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
27555
-
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
27555
-
17.53
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects)
1102.2
-
10570
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
27555
-
87.63
carrage of stock materials (115 km)
-
-
-
loading
180.21
-
110.42
unloading
180.21
-
100.12
Haulage
20724.12
-
4.2
carraige of stone chips and binding metarials
-
-
-
Stone( Lead 25 km)
-
-
-
loading
4725.39
-
73.72
unloading
4725.39
-
36.86
Haulage
259891.89
-
4.2
Stone Chips (Lead 115km)
-
-
-
loading
1587.17
-
73.72
unloading
1587.17
-
36.86
Haulage
401553.5
-
4.2
carraige of sand (lead 25 km)
-
-
-
loading
165.33
-
36.86
unloading
165.33
-
24.16
Haulage
6613.2
-
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%
752.71
-
210.35
Ordinary rock 40%
501.81
-
262.93
Providing and laying. Random Rubble Stone masonary in (1:5cement mortar) as per technical specification clause 700
1558.12
-
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
190.32
-
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
630.5
-
487.58
Parapets of 45 cm top to 60 cm bottom and 60 cm height
70
-
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.
413.37
-
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 (55 km)
-
-
-
loading
170.13
-
94.24
unloading
170.13
-
94.24
Haulage
9357.29
-
4.2
carraige of sand (lead 25 km)
-
-
-
loading
373.09
-
36.86
unloading
373.09
-
24.16
Haulage
14923.6
-
4.2
carraige of stone (lead 25 km)
-
-
-
loading
2954.56
-
73.72
unloading
2954.56
-
36.86
Haulage
162500.8
-
4.2
SIDE DRAIN AND C.D
-
-
-
Construction of Hill Side Drain
6680
-
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:
981.96
-
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%
1728.25
-
210.35
Ordinary rock 40%
1152.17
-
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
48
-
5479.32
carrage of stock materials (55 km)
-
-
-
loading
387.3
-
94.24
unloading
387.3
-
94.24
Haulage
21301.72
-
4.2
carraige of sand (lead 35 km)
-
-
-
loading
694.72
-
73.72
unloading
694.72
-
36.86
Haulage
38904.32
-
4.2
carraige of stone (lead 35 km)
-
-
-
loading
3865.38
-
73.72
unloading
3865.38
-
36.86
Haulage
297634.26
-
4.2
ROAD FURNITURE AND OTHERS
1
-
102076
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