Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date13 Feb 2019
Closing Date22 Feb 2019
Tender Amount₹ 1,48,40,000
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_RDTN_120367_1Bid Award Id
ViewTender No
Roc.No.2513/2018/R5 Dt.04.02.2019 SCPAR P47Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Collection and suply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compation with power roller etc complete
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Km.0/0-1/0
118.28
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Km.1/0-2/0
118.28
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Km.2/0-3/0
119.65
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Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) WBM Grade II
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Km.0/0-1/0
274.77
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Km.1/0-2/0
273.17
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Km.2/0-3/0
279.62
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Providing and laying water bound macadam 75 mm consolidated thickenss with Grade III metal using 1.00 cum of 63 mm to .11.20 mm IRC size HBG Metal with 0.24 cum of Gravel for blindage per 10 Sqm. Including cost and coveyance of all materials to work site and stacking them at the site to departmental gauge for pre-measurement and labour charges for spreading metal and gravel, hand packing to camber, watering with all loads for water and compaction by 80.100 km power roller including hire charges and fuel charges for power employed including necessary earthern bund to protect edges, lighting, guarding, barricadings and maintenance of diversion etc. complete as per clause 404 of most Specification.
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Km.0/0-1/0
280.4
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Km.1/0-2/0
278.8
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Km.2/0-3/0
279.62
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Providing and laying TACK COAT over the WBM surface using 4.00 Kg of bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
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Km.0/0-1/0
3696.25
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Km.1/0-2/0
3675
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Km.2/0-3/0
3750
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Providing and laying premix carpet with seal coat type A for 20mm thickness using 0.18 Cum of 13.20 mm IRC size HGB metal and 0.09 cum of 11.20 mm IRC size HGB metal with and 0.09Cum of 6.70 mm IRC size HGB metal 24.40 kg of 60/70 bitumen for premixing 10 Sqm of Premix carpet including cost and conveyance of all materials to the work site and stacking them to the departmental metric gauge for Premeasurement, heating the bitumen in bitumen boiler, heating the aggregate and mixing them with bitumen in mini hot mix plant for premix carpet only, rolling by 80-100 KN power roller for premix carpet and seal coat separately including labour charges for spreading the mix for premix carpet, application of bitumen for seal coat separately over premix carpet etc., including hire charges and fuel charges for Mini hot mix Plant, bitumen boiler, power roller and all other tools and plants employed but excluding cost of primer/tack cost etc., complete as per clause 509 of MOST specification..
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Km.0/0-1/0
3696.25
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Km.1/0-2/0
3675
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Km.2/0-3/0
3750
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Construction of Granular Sub base by providing well graded material(63mm to 26.5mm @35%,26.5mm to 4.75 @45% and 4.75 mm below @ 20%)& spreading in uniform layers with tractor with grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per (Mix -in - place method).
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Km.0/0-1/0
401.38
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Km.1/0-2/0
393.38
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Km.2/0-3/0
402.65
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Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation
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1.50 m Span Culvert @ Ch.300 m
79.99
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Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
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1.50 m Span Culvert @ Ch.300 m
10.32
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
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1.50 m Span Culvert @ Ch.300 m
78.36
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Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
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1.50 m Span Culvert @ Ch.300 m - Above Sill
160.6
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1.50 m Span Culvert @ Ch.300 m - Below Sill
12.13
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Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
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1.50 m Span Culvert @ Ch.300 m
0.3
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Reinforced cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum
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1.50 m Span Culvert @ Ch.300 m
3.36
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Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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1.50 m Span Culvert @ Ch.300 m
3.31
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Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
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1.50 m Span Culvert @ Ch.300 m
87.1
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Provision for Weepholes
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1.50 m Span Culvert @ Ch.300 m
15
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Constuction of Unreinforced Dowel Jointed at Expansion & Consturciton Joint thickness as per Design, Over a preapared sub base with 43 Grade cement M30 grade etc.,
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1.50 m Span Culvert @ Ch.300 m
3.15
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Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation
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1.50 m Span Culvert @ Ch.550 m
79.99
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Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
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1.50 m Span Culvert @ Ch.550 m
10.32
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
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1.50 m Span Culvert @ Ch.550 m
78.36
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Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
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1.50 m Span Culvert @ Ch.550 m - Above Sill
160.6
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1.50 m Span Culvert @ Ch.550 m - Below Sill
12.13
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Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
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1.50 m Span Culvert @ Ch.550 m
0.3
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Reinforced cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum
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1.50 m Span Culvert @ Ch.550 m
3.36
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Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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1.50 m Span Culvert @ Ch.550 m
3.31
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Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
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1.50 m Span Culvert @ Ch.550 m
87.1
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Provision for Weepholes
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1.50 m Span Culvert @ Ch.550 m
15
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Constuction of Unreinforced Dowel Jointed at Expansion & Consturciton Joint thickness as per Design, Over a preapared sub base with 43 Grade cement M30 grade etc.,
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1.50 m Span Culvert @ Ch.550 m
3.15
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Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation
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1.50 m Span Culvert @ Ch.760 m
79.99
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Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
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1.50 m Span Culvert @ Ch.760 m
10.32
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
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1.50 m Span Culvert @ Ch.760 m
78.36
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Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
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1.50 m Span Culvert @ Ch.760 m - Above Sill
160.6
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1.50 m Span Culvert @ Ch.760 m - Below Sill
12.13
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Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
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1.50 m Span Culvert @ Ch.760 m
0.3
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Reinforced cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum
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1.50 m Span Culvert @ Ch.760 m
3.36
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Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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1.50 m Span Culvert @ Ch.760 m
3.31
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Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
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1.50 m Span Culvert @ Ch.760 m
87.1
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Provision for Weepholes
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1.50 m Span Culvert @ Ch.760 m
15
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Constuction of Unreinforced Dowel Jointed at Expansion & Consturciton Joint thickness as per Design, Over a preapared sub base with 43 Grade cement M30 grade etc.,
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1.50 m Span Culvert @ Ch.760 m
3.15
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Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation
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1.50 m Span Culvert @ Ch.1250 m
79.99
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Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
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1.50 m Span Culvert @ Ch.1250 m
10.32
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
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1.50 m Span Culvert @ Ch.1250 m
78.36
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Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
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1.50 m Span Culvert @ Ch.1250 m - Above Sill
160.6
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1.50 m Span Culvert @ Ch.1250 m - Below Sill
12.13
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Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
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1.50 m Span Culvert @ Ch.1250 m
0.3
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Reinforced cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum
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1.50 m Span Culvert @ Ch.1250 m
3.36
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Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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1.50 m Span Culvert @ Ch.1250 m
3.31
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Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
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1.50 m Span Culvert @ Ch.1250 m
87.1
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Provision for Weepholes
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1.50 m Span Culvert @ Ch.1250 m
15
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... More
Constuction of Unreinforced Dowel Jointed at Expansion & Consturciton Joint thickness as per Design, Over a preapared sub base with 43 Grade cement M30 grade etc.,
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... More
1.50 m Span Culvert @ Ch.1250 m
3.15
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Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation
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1.50 m Span Culvert @ Ch.1490 m
79.99
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Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
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1.50 m Span Culvert @ Ch.1490 m
10.32
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
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1.50 m Span Culvert @ Ch.1490 m
78.36
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Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
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1.50 m Span Culvert @ Ch.1490 m - Above Sill
160.6
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1.50 m Span Culvert @ Ch.1490 m - Below Sill
12.13
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Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
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1.50 m Span Culvert @ Ch.1490 m
0.3
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Reinforced cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum
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1.50 m Span Culvert @ Ch.1490 m
3.36
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Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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1.50 m Span Culvert @ Ch.1490 m
3.31
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Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
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... More
1.50 m Span Culvert @ Ch.1490 m
87.1
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Provision for Weepholes
-
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... More
1.50 m Span Culvert @ Ch.1490 m
15
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... More
Constuction of Unreinforced Dowel Jointed at Expansion & Consturciton Joint thickness as per Design, Over a preapared sub base with 43 Grade cement M30 grade etc.,
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... More
1.50 m Span Culvert @ Ch.1490 m
3.15
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Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation
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... More
1.50 m Span Culvert @ Ch.1990 m
79.99
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Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
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1.50 m Span Culvert @ Ch.1990 m
10.32
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
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1.50 m Span Culvert @ Ch.1990 m
78.36
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Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
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1.50 m Span Culvert @ Ch.1990 m - Above Sill
160.6
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1.50 m Span Culvert @ Ch.1990 m - Below Sill
12.13
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Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
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1.50 m Span Culvert @ Ch.1990 m
0.3
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Reinforced cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum
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... More
1.50 m Span Culvert @ Ch.1990 m
3.36
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Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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... More
1.50 m Span Culvert @ Ch.1990 m
3.31
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Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
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... More
1.50 m Span Culvert @ Ch.1990 m
87.1
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... More
Provision for Weepholes
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... More
1.50 m Span Culvert @ Ch.1990 m
15
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... More
Constuction of Unreinforced Dowel Jointed at Expansion & Consturciton Joint thickness as per Design, Over a preapared sub base with 43 Grade cement M30 grade etc.,
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... More
1.50 m Span Culvert @ Ch.1990 m
3.15
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... More
Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation
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... More
1.50 m Span Culvert @ Ch.2220 m
79.99
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... More
Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
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1.50 m Span Culvert @ Ch.2220 m
10.32
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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
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... More
1.50 m Span Culvert @ Ch.2220 m
78.36
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... More
Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
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... More
1.50 m Span Culvert @ Ch.2220 m - Above Sill
160.6
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... More
1.50 m Span Culvert @ Ch.2220 m - Below Sill
12.13
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... More
Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
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... More
1.50 m Span Culvert @ Ch.2220 m
0.3
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... More
Reinforced cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum
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... More
1.50 m Span Culvert @ Ch.2220 m
3.36
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... More
Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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... More
1.50 m Span Culvert @ Ch.2220 m
3.31
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... More
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
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... More
1.50 m Span Culvert @ Ch.2220 m
87.1
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... More
Provision for Weepholes
-
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-
... More
1.50 m Span Culvert @ Ch.2220 m
15
-
-
... More
Constuction of Unreinforced Dowel Jointed at Expansion & Consturciton Joint thickness as per Design, Over a preapared sub base with 43 Grade cement M30 grade etc.,
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... More
1.50 m Span Culvert @ Ch.2220 m
3.15
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... More
Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation
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... More
1.50 m Span Culvert @ Ch.2700 m
79.99
-
-
... More
Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
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... More
1.50 m Span Culvert @ Ch.2700 m
10.32
-
-
... More
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
-
-
-
... More
1.50 m Span Culvert @ Ch.2700 m
78.36
-
-
... More
Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
-
-
-
... More
1.50 m Span Culvert @ Ch.2700 m - Above Sill
160.6
-
-
... More
1.50 m Span Culvert @ Ch.2700 m - Below Sill
12.13
-
-
... More
Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
-
-
-
... More
1.50 m Span Culvert @ Ch.2700 m
0.3
-
-
... More
Reinforced cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum
-
-
-
... More
1.50 m Span Culvert @ Ch.2700 m
3.36
-
-
... More
Reinforcement Concrete 1: 1 .5: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
-
-
-
... More
1.50 m Span Culvert @ Ch.2700 m
3.31
-
-
... More
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
-
-
-
... More
1.50 m Span Culvert @ Ch.2700 m
87.1
-
-
... More
Provision for Weepholes
-
-
-
... More
1.50 m Span Culvert @ Ch.2700 m
15
-
-
... More
Constuction of Unreinforced Dowel Jointed at Expansion & Consturciton Joint thickness as per Design, Over a preapared sub base with 43 Grade cement M30 grade etc.,
-
-
-
... More
1.50 m Span Culvert @ Ch.2700 m
3.15
-
-
... More
Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation
-
-
-
... More
Retainingwall @ Ch.10 m
26.4
-
-
... More
Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
-
-
-
... More
Retainingwall @ Ch.10 m
5.28
-
-
... More
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
-
-
-
... More
Retainingwall @ Ch.10 m
27.09
-
-
... More
Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
-
-
-
... More
Retainingwall @ Ch.10 m
74.8
-
-
... More
Provision for Weepholes
-
-
-
... More
Retainingwall @ Ch.10 m
11
-
-
... More
Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation
-
-
-
... More
Retainingwall @ Ch.1700 m
27.6
-
-
... More
Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
-
-
-
... More
Retainingwall @ Ch.1700 m
5.52
-
-
... More
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
-
-
-
... More
Retainingwall @ Ch.1700 m
28.32
-
-
... More
Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
-
-
-
... More
Retainingwall @ Ch.1700 m
74.8
-
-
... More
Provision for Weepholes
-
-
-
... More
Retainingwall @ Ch.1700 m
11
-
-
... More
Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation
-
-
-
... More
Hardbed @ Ch.850 m
32.4
-
-
... More
Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
-
-
-
... More
Hardbed @ Ch.850 m
25.03
-
-
... More
Granular Sub-base / base / surface course with local materials (Table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at once and compacting with smooth wheel roller to achive the desired density complete as per speficaition
-
-
-
... More
Hardbed @ Ch.850 m
20.4
-
-
... More
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
-
-
-
... More
Hardbed @ Ch.850 m
21.59
-
-
... More
Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
-
-
-
... More
Hardbed @ Ch.850 m
64
-
-
... More
Provision for Weepholes
-
-
-
... More
Hardbed @ Ch.850 m
11
-
-
... More
Earth work excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring,strutting and balling out water whereever necessary and refilling the sides of foundation
-
-
-
... More
Hardbed @ Ch.1120 m
32.4
-
-
... More
Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification.
-
-
-
... More
Hardbed @ Ch.1120 m
25.03
-
-
... More
Granular Sub-base / base / surface course with local materials (Table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at once and compacting with smooth wheel roller to achive the desired density complete as per speficaition
-
-
-
... More
Hardbed @ Ch.1120 m
20.4
-
-
... More
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
-
-
-
... More
Hardbed @ Ch.1120 m
21.59
-
-
... More
Supplying erecting and shuttering including necessarysupports for plane surfaces in foundation and basement and in all floors for slabs and beams complying with standard specification. Centering
-
-
-
... More
Hardbed @ Ch.1120 m
64
-
-
... More
Provision for Weepholes
-
-
-
... More
Hardbed @ Ch.1120 m
11
-
-
... More
Provision for Sign Board
25
-
-
... More
Provision for HM Stone
12
-
-
... More
Provision for KM Stone
3
-
-
... More
Provision for Name Board
1
-
-
... More
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
1
-
-
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