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₹ 13,16,36,000
Costs
EMD
₹ 32,90,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Sk03r22
Description
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Contact
Tender Id
2018_CESDA_70750_1Bid Award Id
ViewTender No
PMGSY II Batch-I 2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-
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Documents
BOQ Items
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Compacting Cut Formation: Compacting original ground supporting subgrade (Loosening of the ground upto a level of300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
23943
-
26.29
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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)
4548.075
-
1169.17
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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 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.) Using Screening Type-B (11.2mm Agg.)
5362.875
-
1626.49
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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.) Using Screening Type-B (11.2mm Agg.)
5362.875
-
1686.87
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Prime Coat:
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.)
High Porosity
71505
-
79.94
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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.)
Granular Surface Treated with Primer
71505
-
17.53
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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 cut-back 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.) Open-Graded Premix Surfacing using Bitumen S-90.
71505
-
184.56
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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 B seal coats)
Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.)
71505
-
87.49
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Carriage of Stock Material (Bitumen Emulsion) 120 Km
-
-
-
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Loading & Unloading
3185.5478
-
210.54
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Haulage
38226.573
-
4.2
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Carriage of Sand 60km
-
-
-
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Loading & Unloading
429.03
-
61.02
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Haulage
46335.24
-
4.2
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Carriage of Stone 60km
-
-
-
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Loading & Unloading
22186.4528
-
110.6
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Haulage
2893747.381
-
4.2
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Carriage of Stone Chips. 160km
-
-
-
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Loading & Unloading
1930.635
-
61.02
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Haulage
671493.33
-
4.2
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SECTION B PROTECTION WALL
-
-
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m. dressing of side.
9389.15
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210.35
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stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204 (1:5).
4488.11
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2886.02
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Providing and laying of boulder apron laid in wire crates with 4 mm dia Gl wire conforming to IS280 and IS4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification clause 1301
6285.97
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1885.37
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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 .
47080.98
-
31.86
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
2986.44
-
487.58
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Carriage of Stock material Cement 120 Km
-
-
-
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Loading & Unloading
491.78
-
188.48
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Haulage
59013.28
-
4.2
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Carriage of Non- Stock material Sand 60 Km
-
-
-
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Loading & Unloading
1557.37
-
61.02
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Haulage
168196.41
-
4.2
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Carriage of Non Stock material (stone) 50 Km
-
-
-
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Loading & Unloading
14156.37
-
110.58
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Haulage
1557200.81
-
4.2
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Section C :Culverts,Pipe Cross Drain
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-
-
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provision of RCC cross drain of span 1.0 mtr
16
-
140491.104
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Provision of 2m X 2m RCC Slab culvert
8
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302839.2
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Section D: HILL SIDE DRAIN
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-
-
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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
17932
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661.65
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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:
1613.88
-
728.36
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Carriage of Stock Material (Cement) 120 Km
-
-
-
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Loading & Unloading
620.45
-
188.48
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Haulage
74453.66
-
4.2
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Carriage of Non Stock Material (Sand) 60 Km
-
-
-
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Loading & Unloading
1191.26
-
61.02
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Haulage
128655.93
-
4.2
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Carriage of Non Stock Material (Stone) 60 Km
-
-
-
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Loading & Unloading
4038.6
-
110.58
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Haulage
526749
-
4.2
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SECTION E :ROAD FURNITURES
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-
-
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Providing fitting fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cemdent concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
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11159.88
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Reinforced cement concrete M15 grade kilometre 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 200 M Stone (precast)
18
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2121.88
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P/fixing of retro-reflectorised cautionary,mandatory,informatory sign as per IRC67(600mm Equl. Triangle)
104
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3524.49
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Reinforced cement concrete M15 grade kilometre 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 200 M Stone (precast)
68
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606.86
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