Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date25 Sep 2019
Closing Date1 Oct 2019
Tender Amount₹ 1,10,00,000
Costs
EMD
₹ 1,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri District - Upgradation Of The Road 1 Nos In Package No.tntn 04 - Cgf - 09 Palacode P9
Description
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Contact
Tender Id
2019_RDTN_139287_1Bid Award Id
ViewTender No
Roc.No.1299/2019/R2 Dt.09.09.209 CGF P9Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
1368.02
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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
178.96
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Km.1/0-2/0
179.48
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Km.2/0-2/25
43.96
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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
45
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Km.1/0-2/0
45
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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
223.69
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Km.1/0-2/0
195.37
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Km.2/0-2/25
54.94
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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
223.69
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Km.1/0-2/0
195.37
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Km.2/0-2/25
54.94
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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.0/0-2/25
6390
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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
3000
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Km.1/0-2/0
2640
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Km.2/0-2/25
750
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Provision of Name Board
1
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Provision of Km Stone
2
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Provision of Hm Stone
9
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Provision of Sign Board
5
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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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1.5m RCC Slab Culvert @ Ch.110 m
70.27
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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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1.5m RCC Slab Culvert @ Ch.110 m
9.06
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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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1.5m RCC Slab Culvert @ Ch.110 m
70.24
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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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1.5m RCC Slab Culvert @ Ch.110 m
2.69
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Reinforcement Concrete 1: 1 1/ 2: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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1.5m RCC Slab Culvert @ Ch.110 m
2.65
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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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1.5m RCC Slab Culvert @ Ch.110 m
0.24
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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.
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1.5m RCC Slab Culvert @ Ch.110 m - Below Sill
135.37
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1.5m RCC Slab Culvert @ Ch.110 m - Above Sill
9.88
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Provision for Expansion joint
15.12
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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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1.5m RCC Slab Culvert @ Ch.630 m
70.27
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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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1.5m RCC Slab Culvert @ Ch.630 m
9.06
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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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1.5m RCC Slab Culvert @ Ch.630 m
70.24
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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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1.5m RCC Slab Culvert @ Ch.630 m
2.69
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Reinforcement Concrete 1: 1 1/ 2: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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1.5m RCC Slab Culvert @ Ch.630 m
2.65
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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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1.5m RCC Slab Culvert @ Ch.630 m
0.24
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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.
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1.5m RCC Slab Culvert @ Ch.630 m - Below Sill
135.37
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1.5m RCC Slab Culvert @ Ch.630 m - Above Sill
9.88
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Provision for Expansion joint
15.12
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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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1.5m RCC Slab Culvert @ Ch.1640 m
70.27
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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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1.5m RCC Slab Culvert @ Ch.1640 m
9.06
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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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1.5m RCC Slab Culvert @ Ch.1640 m
70.24
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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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1.5m RCC Slab Culvert @ Ch.1640 m
2.69
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Reinforcement Concrete 1: 1 1/ 2: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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1.5m RCC Slab Culvert @ Ch.1640 m
2.65
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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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1.5m RCC Slab Culvert @ Ch.1640 m
0.24
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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.
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1.5m RCC Slab Culvert @ Ch.1640 m - Below Sill
135.37
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1.5m RCC Slab Culvert @ Ch.1640 m - Above Sill
9.88
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Provision for Expansion joint
15.12
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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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3m RCC Slab Culvert @ Ch.1056 m
80.17
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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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3m RCC Slab Culvert @ Ch.1056 m
10.35
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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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3m RCC Slab Culvert @ Ch.1056 m
71.12
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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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3m RCC Slab Culvert @ Ch.1056 m
2.76
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Reinforcement Concrete 1: 1 1/ 2: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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3m RCC Slab Culvert @ Ch.1056 m
6.84
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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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3m RCC Slab Culvert @ Ch.1056 m
0.83
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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.
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3m RCC Slab Culvert @ Ch.1056 m
139.54
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3m RCC Slab Culvert @ Ch.1056 m
20.64
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Provision for Expansion joint
26.4
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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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3m RCC Slab Culvert@ Ch.1880 m
80.17
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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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3m RCC Slab Culvert @ Ch.1880 m
10.35
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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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3m RCC Slab Culvert @ Ch.1880 m
71.12
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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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3m RCC Slab Culvert @ Ch.1880 m
2.76
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Reinforcement Concrete 1: 1 1/ 2: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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3m RCC Slab Culvert @ Ch.1880 m
6.84
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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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3m RCC Slab Culvert @ Ch.1880 m
0.83
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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.
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3m RCC Slab Culvert @ Ch.1880m - Below Sill
139.54
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3m RCC Slab Culvert @ Ch.1880 m - Above Sill
20.64
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Provision for Expansion joint
26.4
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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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1.5m RCC Slab Culvert @ Ch.2145 m
70.27
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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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1.5m RCC Slab Culvert @ Ch.2145 m
9.06
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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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1.5m RCC Slab Culvert @ Ch.2145 m
70.24
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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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1.5m RCC Slab Culvert @ Ch.2145 m
2.69
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Reinforcement Concrete 1: 1 1/ 2: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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1.5m RCC Slab Culvert @ Ch.2145 m
2.65
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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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1.5m RCC Slab Culvert @ Ch.2145 m
0.24
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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.
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1.5m RCC Slab Culvert @ Ch.2145 m - Below Sill
135.37
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1.5m RCC Slab Culvert @ Ch.2145 m - Above Sill
9.88
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Provision for Expansion joint
15.12
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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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1.5m RCC Slab Culvert @ Ch.2240 m
70.27
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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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1.5m RCC Slab Culvert @ Ch.2240 m
9.06
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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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1.5m RCC Slab Culvert @ Ch.2240 m
70.24
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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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1.5m RCC Slab Culvert @ Ch.2240 m
2.69
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Reinforcement Concrete 1: 1 1/ 2: 3 Mix using 20mm ISS HG metal including cost and conveyance of all materials and Labours charges ect., completed.
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1.5m RCC Slab Culvert @ Ch.2240 m
2.65
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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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... More
1.5m RCC Slab Culvert @ Ch.2240 m
0.24
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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.
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1.5m RCC Slab Culvert @ Ch.2240m - Below Sill
135.37
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1.5m RCC Slab Culvert @ Ch.2240 m - Above Sill
9.88
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... More
Provision for Expansion joint
15.12
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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
Hardbed @ Ch.1160 - 1190 m
46.17
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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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Hardbed @ Ch.1160 - 1190 m
6.16
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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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Hardbed @ Ch.1160 - 1190 m
36.07
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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.
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Hardbed @ Ch.1160 - 1190 m
127.53
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Construction of Un reinforced Dowel Jointed at Expansion & Construction Joint thickness as per Design , over a prepard sub base with 43 Grade cement M 30 Grade etc.
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Hardbed @ Ch.1160 - 1190 m
35.04
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Providing and laying water bound macadam 75 mm conscidated thickenss with Grade III metal using 1.00 cum of 90-22 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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Hardbed @ Ch.1160 - 1190 m
11.39
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Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor 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 (Mix -in - place method)
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Hardbed @ Ch.1160 - 1190 m
22.78
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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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Hardbed @ Ch.1315 - 1355 m
59.67
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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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Hardbed @ Ch.1315 - 1355 m
7.96
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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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Hardbed @ Ch.1315 - 1355 m
46.42
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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.
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... More
Hardbed @ Ch.1315 - 1355 m
163.53
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... More
Construction of Un reinforced Dowel Jointed at Expansion & Construction Joint thickness as per Design , over a prepard sub base with 43 Grade cement M 30 Grade etc.
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... More
Hardbed @ Ch.1315 - 1355 m
47.04
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... More
Providing and laying water bound macadam 75 mm conscidated thickenss with Grade III metal using 1.00 cum of 90-22 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
-
-
-
... More
Hardbed @ Ch.1315 - 1355 m
15.29
-
-
... More
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor 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 (Mix -in - place method)
-
-
-
... More
Hardbed @ Ch.1315 - 1355 m
30.58
-
-
... 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.1580 - 1630 m
73.17
-
-
... 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.1580 - 1630 m
9.76
-
-
... 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.1580 - 1630 m
56.77
-
-
... 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.
-
-
-
... More
Hardbed @ Ch.1580 - 1630 m
199.53
-
-
... More
Construction of Un reinforced Dowel Jointed at Expansion & Construction Joint thickness as per Design , over a prepard sub base with 43 Grade cement M 30 Grade etc.
-
-
-
... More
Hardbed @ Ch.1580 - 1630 m
59.04
-
-
... More
Providing and laying water bound macadam 75 mm conscidated thickenss with Grade III metal using 1.00 cum of 90-22 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
-
-
-
... More
Hardbed @ Ch.1580 - 1630 m
19.19
-
-
... More
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor 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 (Mix -in - place method)
-
-
-
... More
Hardbed @ Ch.1580 - 1630 m
38.38
-
-
... 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
Well Protective Wall @ Ch.810 m
14.4
-
-
... 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
Well Protective Wall @ Ch.810 m
2.4
-
-
... 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
Well Protective Wall @ Ch.810 m
30.66
-
-
... 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.
-
-
-
... More
Well Protective Wall @ Ch.810 m
69
-
-
... 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
Well Protective Wall @ Ch.830 m
21.6
-
-
... 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
Well Protective Wall @ Ch.830 m
3.6
-
-
... 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
Well Protective Wall @ Ch.830 m
45.98
-
-
... 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.
-
-
-
... More
Well Protective Wall @ Ch.830 m
103.5
-
-
... 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.2030-2045 m
20.25
-
-
... 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.2030-2045 m
3.38
-
-
... 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.2030-2045 m
31.2
-
-
... 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.
-
-
-
... More
Retainingwall @ Ch.2030-2045 m
70.5
-
-
... 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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