Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date7 Jun 2019
Closing Date28 Jun 2019
Tender Amount₹ 3,30,08,000
Costs
EMD
₹ 6,60,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_JKRRD_77827_1Bid Award Id
ViewTender No
JK11164Tender 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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km 3rd
1
-
38115
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km 4th
1
-
38115
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km 5th
1
-
38115
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Excavation for structures Earthwork in excavation for structures as per drawing and technical specifications clauses 305.1 including setting out, construction of shorting and bracing removal of stumps and other deleterious material and disposal upto and lead of 50m, dressing of slides and bottom and backfilling in trenches with excavated suitable material upto 3m depth including dewatering if required hard soil 70% soft rock 20% hard rock 10%
1499.45
-
385
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Providing/ laying PCC grade M-10 for plain / reinforced concrete in open foundation complete as per drawings and technical specification clause 802,803,1202 and 1203 nominal mix ( 1 cement ;3 Sand ;6 stone agg.) 40mm size @ 0.576Cum ;20mm size @ 0.288Cum;10mm size @ 0.096 Cum/Cum of concrete including all leads and lifts complete.
458.68
-
5300
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Providing and laying PCC grade M-15 in plain / reinforced cement concrete in sub structure complete as per drawing and technical specification clause 802,804,805,807,1202 and 1204 (For Height upto 5 Mtr.)including all leads and lifts complete.
150.86
-
5500
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Providing & laying plain cement concrete M-20 in super structure as per drawings and technical specifications clause 800, 1205.4 & 1205.5 including all leads and lifts complete.
52.48
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6200
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HUME PIPE: Providing & laying reinforced cement concrete pipe NP3, 1000mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls & parapets clause 1106 (1000mm dia)
7.5
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6800
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STONE MASONRY IN CM :Polygonal/ Random Rubble masonary, uncoursed/ brought in course in 1:6 CM (1 cement: 6 fine sand mortar), with nallha stone in foundation and plinth including levelling up at specified levels with M-5 nominal mix (mix Size of stone agg. 20mm nominal) concrete including cost of through/ bond stones of M-15 size (450mm x 150mmx150mm) @ 7 Nos/Cum of stone masonry or 2.0Nos./Sqm of stone masonry.
1409.17
-
3750
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DRY STONE MASONRY: Polygonal/ Random Rubble masonary, nallah stone, laid dry in foundation and plinth including cost of Bond stones of M-15 size (450mm x 150mm x 150mm) @ 7Nos/Cum OR 2.0Nos./Sqm of stone masonry.
1348.92
-
2650
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Backfilling behind abutment wing wall and Return wall/ R wall complete as per drawing and technical specification clause 1204.3.8 granular material including all leads and lifts complete.
538.17
-
670
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Filling in foundation trenches as per drawing and technical specification clause 305.3.9
5.21
-
183
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Gravel/Aggregate Base (Tabel 400.2) Grading B Construction of granular sub-base (GSB) by providing well 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 three wheel 80-100 kN static roller capacity to achieve the desired denisty, complete as per technical specification Clause 402 (including all carriage, handling and rehandling of material complete) (150/300 mm thick)
2790
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1038
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Aggregate Stabilize Base Layer of RBI Grade-81
1276
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5950
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Providing and applying Pimer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502(Low Porosity) (including all carriage, handling and rehandling of material complete)
17025
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54.5
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
17025
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18
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Providing, laying and rolling of open-graded premix carpet 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. by mechanical means using Bitumen (S-90) (including all carriage, handling and rehandling of material complete)
17025
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175
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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 Specification Clause 510 (Type B) Bitumen S-90
17025
-
71
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, berms, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.02 with lead upto 1000m as per technical specification clause 303.7 (including all carriage, handling and rehandling of material complete)
1542.19
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280
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Reinforced cement concrete M-15 grade 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
-
-
-
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i.) 5th Kilometer Stone(Precast)
1
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3331
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ii.) Ordinary Kilometer Stone (Precast)
6
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1954
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iii.) 200 m Stone(Precast)
20
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463
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades of new plastered surfaces as per drawing and technical specification caluse 1701 9for boundary pillars)
32.5
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109
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Reinforcement cement concrete M-15 grade boundary pillars of standard design as per IRC 25, fixed including finishing amd lettering but exculding painting as per drawing and techical specification clause technical specification clause 1704.
150
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463
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Painting lines dashes, arrows etc on roads in two coats and new work with ready mixed road marking, marking paints conforming to IS. 164 on bituminous / concrete surface incuding cleaning the surface of all diret / diust and other foreign matter, demorcation at site and traffic control as per drawing and technical specification clause 1702.
1000
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164
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a.) Speed Limit
5
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1588
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b.) Right/Left hand curve
4
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1588
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c.) School
1
-
1588
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e) Falling of rocks
10
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1588
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Providing and Laying Filter Media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment ,wing wall ,return wall to the full height compacted to the firm condition complete as per drawing and technical specification clause 1204.3.8
241.5
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1250
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