Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Sikkim PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date13 Nov 2019
Closing Date16 Dec 2019
Tender Amount₹ 1,81,99,288
Costs
EMD
₹ 4,54,982Document Cost
₹ 30,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CESDA_83896_1Bid Award Id
ViewTender No
PMGSY II (Batch-I) Re-Tender 6 2019-20Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-
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Documents
BOQ Items
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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)
1007.44
-
1169.17
Water Bound Macadam Base (Grade-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.)
559.69
-
1626.49
Water Bound Macadam Base (Grade-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.)
559.69
-
1686.87
Prime Coat(Medium Porosity)
-
-
-
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.)
7462.5
-
62.34
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.)
7462.5
-
17.53
Close Graded Premix Surfacing/Mixed Seal surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour.Providing,laying and rolling of close- graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type- a) or 13.2 mm to 0.09 mm (Type - b) aggregate using penetration 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, and finishing to required level and grade)
-
-
-
Case-I Using Bitumen 60/70 grade
-
-
-
for Grading-II(10 mm nominal size)
7462.5
-
201.46
Seal Coat
-
-
-
Case II Type B
-
-
-
(I) Bitumen (s-90)
-
-
-
Providing and laying seal coat sealing the voids in al bitumenous
-
-
-
surface laid to the specified levels, grade and cross fall using
-
-
-
type A as per specification
7462.5
-
61.58
Consumption of Cements/steel/Bitumen Emulsion from Odla bari to work site: LEAD 145 KM
-
-
-
Loading
31.9395
-
110.42
Unloading
31.9395
-
100.12
Haulage
4631.2275
-
4.2
Carriage of stone chips from Rangpo: LEAD 55KM
-
-
-
Loading & Unloading
3058.1434
-
61.02
Haulage
370035.3514
-
4.2
Carriage of stone dust from Baagey Khola Crusher Plant: LEAD 55KM
-
-
-
Loading & Unloading
268.65
-
110.58
Haulage
32506.65
-
4.2
HILL CUTTING
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-
-
Setting out :
Construction of Reference pillar ( @ 20 m interval and in curve @ 10 metre interval ) , Back Pillar and Boundary Pillar as per specification contained in the secn 1600 of Specification for Rural Roads.
2
-
20754.74
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned , upto a lead of 1000 metre including removal and disposal of organic soil not exceeding 150 mm in thickness as per Technical Specification clause 201.
18000
-
1.05
Earthwork in Hill Road
-
-
-
Hill Cutting in soil in Hilly Areas including cutting , trimming of side slope to the desired specification as per the cl. 1602.1 secn 1600 and providing proper grades,width, , camber , superelevation as per the provision in cl. 1603.8 of SP : 20 and levels as per drawing (keeping in mind minm deforestation to reduce environmental imbalance as per the cl. 1609.110.1 ) and disposing of excavated earth at a predesignated location with a lift upto 1.5 m and a lead upto 30 m as per direction of the Engineer as per the provision 1603 and 302 of specification of Rural Roads .
-
-
-
Soil by mechanical means (60%)
4446.9648
-
107.338
Soil by mannual means (40%)
2964.6432
-
131.4665
Ordinary Rock by mechanical means (60%)
2964.6432
-
171.7607
Ordinary Rock by manual means(40%)
1976.4288
-
289.2263
Throwing of spoils of mixed cutting within /upto 10 km/15km/20km radius (The loading & unloading, measured in cum, rates remain same; The haulage which is measured in m3-km, the corresponding applicable km as per the prevailing site condition, shall be incorporated). (40% of mixed soil)
-
-
-
Loading
2964.6432
-
36.86
Unloading
2964.6432
-
24.16
haulage
53363.5776
-
4.2
PROTECTIVE WORKS
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-
-
Earthwork in excavation by Mechanical means / manual means in foundation trenches including dressing of sides and ramming of bottom, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
104.56
-
210.35
Providing and laying. coarse Rubble Stone Masonry in 1:4:8 c.c. ( 1 cement, 4 sand, 8 clean hard graded stone chips of size 40mm and down) 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.
369
-
2886.02
Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
463
-
3441.42
Providing and laying of boulders apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS: 4826 in 100mm x 100mm mesh ( weaved diagonally including 10 % extra for laps and joints laid with syone boulders weighing less than 40 kgs each
388
-
1885.37
Backfilling behind abutement,wing wall and return wall complete as per drawing with well packed graded filter to a thickness etc. all complete
1085
-
487.6
Carriage of stock materials (40km radius)
-
-
-
Loading
106.1092
-
94.24
Unloading
106.1092
-
94.24
Haulage
4244.368
-
4.2
Carriage of sand (55 km radius)
-
-
-
Loading & Unloading
213.949
-
61.02
Haulage
21651.6388
-
4.2
Carriage of Stone (55 km radius)
-
-
-
Loading & Unloading
1069.915
-
110.58
Haulage
123575.1825
-
4.2
Construction of Hill Side Drain
-
-
-
Construction of hill side drain 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
2000
-
661.65
P/L hand packed stone soling of specified thickness with clean hard selected stones all complete
225
-
560.28
Carriage of Stock Materials : lead = 40km
-
-
-
loading
70
-
94.24
Unloading
70
-
94.24
Haulage
2800
-
4.2
Carriage of Sand : lead = 40km
-
-
-
Loading & Unloading
134.4
-
61.02
Haulage
10752
-
4.2
Carriage of Stone : lead = 55km
-
-
-
Loading & Unloading
460.06
-
110.58
Haulage
55667.26
-
4.2
Construction of 1.50X1.00 mtr RCC Culvert
1
-
532999
Construction of 2.00X2.00 mtr RCC Culvert
1
-
656580
ROAD FURNITURE
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-
-
Providing and fixing 'Logo' of PMGSY project
-
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm X 450 mm X 600mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
2
-
6254.77
1) 900 mm side octagon
12
-
1519.55
i) 600 mm equilateral triangle
12
-
1496.1
Reinforced cement concrete M15 kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703
2
-
2210.11
Ordinary Kilometer Stone (precast/ cast-in-situ)
3
-
1335.58
200 M Stone (precast/ cast-in-situ)
9
-
401.82
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