Pradhan Mantri Gram Sadak Yojana Tender
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The PMGSY has issued a formal invitation for competitive bids for the Pradhan Mantri Gram Sadak Yojana project, for Construction And Maintenance Of Road From Km 2nd Of L025 To Champal, Package No. Jk04--207, Phase-viii, Stage Ii, Block Bhallessa, District Doda in Doda, Jammu & Kashmir, with an estimated contract value of Rs. 4,25,76,000. The bid opening date for this tender is 06-08-2019 and the last date for bid submission is 11-09-2019. Interested bidders for Pradhan Mantri Gram Sadak Yojana tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 8,52,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_JKRRD_80121_1Tender No
JK04207Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
1567
13571787
8661
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributed at the rate of 0.20-0.30 Kg/sqm on the prepared/primer coat as per technical specification clause 503
31350
686565
21.9
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11th Km
1
42218
42218.17
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WBM Grade-III Providing and laying, spreading compacting stone aggregates of specified size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber applying and brooming stone screening binding material to fill up the interstices of course aggregates watering and compacting to required density grading II as per technical specification clause 405.
2356
4104152
1742
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminum sheeting 2mm thick with area not exceeding 0.9sqm supported on mild steel angleiron post 75 x 75x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical specification clause 1701.
12
29173
2431.15
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Polygonal/RANDOM RUBBLE masonry, UNCOURSED/ brought to courses in 1 cement: 6 fine sand mortar, with nalla stone in substructure, including leveling up at specified levels with M-5 Nominal Mix (mix size of stone aggregates, 20mm nominal) concrete; including cost of Through/Bond stones / carriages.
243
732533
3014.54
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9th Km
1
42218
42218.17
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20mm thick open graded premix carpet using bituminous (penetration grade/ modified bitumen) binder and rolling with smooth wheel 80-100 KN static roller capacity, finished to required level and grade to be followed by seal coat of Type B as per Technical Specification Clause 508 by mechanical means (Bitumen S-90)
31350
5298150
169
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Ordinary Kilometer stone ( Pre -cast )
12
17000
1416.68
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7th Km
1
42218
42218.17
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5th Km
1
42218
42218.17
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8th Km
1
42218
42218.17
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4th Km
1
42218
42218.17
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Polygonal/RANDOM RUBBLE masonry, UNCOURSED/ brought- to- course, laid dry with stone available from excavation , in sub structure; including cost of bond stones , stones and carriages .
126
180633
1433.6
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Prepration of Sub-grade by way of Compacting Original ground, supporting sub-grade, loosening of the ground upto a level of 300 mm below the Sub grade level watered , graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per technical spcification Clause 303.5.2 including clearance of longitudinal drain,surface corrections by way of filling of ruts, clearance of landslides where-ever exists, removal of vegetation of all sorts including all leads & lifts, disposal of the surplus material without damaging public property/ private properties ( Complete Job).
-
-
-
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Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and Cress fall type b as per technical specification clause 510
31350
1934922
61.72
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6th Km
1
42218
42218.17
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5thKilometer Stone (Pre-cast)
3
7224
2408.25
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3rd Km
1
42218
42218.17
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Filling avaible excavated earth in trenches as per drawing & technical specification clause 305.3.9
86
9846
114.49
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200 m stone ( Pre -cast )
60
21683
361.39
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Berm Filling with approved material obtained from borrow pits with a lift upto 1.50 m transporting to site, spreading grading to required slope and compacting within a lead of 1000m as per technical specification 301.5
4384
1331157
303.64
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Reinforcement cement concrete M-15 grade Kilometer stone of standard design as per IRC: 8 fixing in position including painting and printing, etc. as per drawing and technical specification clause 1703.
-
-
-
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Earthwork in excavation for structures as per drawing and technical specification Clauses 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides & bottom and backfilling in trenches with excavated suitable material.
Ordinary Soil 70% up to 3mm depth Ordinary rock (not requiring blast). 20% Up to 3m depth
Hard rock (requiring blast) 10% Up to 3m depth including 1.5m depth in hard rock.
120
14659
122.16
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1st Km
1
42218
42218.17
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Reinforcement cement concrete M-15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704
48
14718
306.63
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2nd Km
1
42218
42218.17
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12th Km RD 0-830
0.83
35041
42218.17
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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 aluminum sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly to the ground by means of property designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and Technical specification clause 801.
Speed Limit
Right/Left hand Curve
School
48
66518
1385.81
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Providing & Laying P.C.C grade M-10 for plain / reinforced concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203
I) P.C.C..grade M10
36
129561
3598.93
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Plain/reinforced cement concrete in substructure complete as per drawings & technical specification clauses 802,804,805,806,807,1202 ans 1204 For Height upto5m
Ii. RCC grade M 20
3.5
18119
5176.89
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Plain/reinforced cement concrete in substructure complete as per drawings & technical specification clauses 802,804,805,806,807,1202 ans 1204 For Height upto5m I. P.C.C. grade M15
407
1959505
4814.51
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Doda, Jammu & Kashmir